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[null,"Registered User:",null,null,null,null,"Single User License",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"© 2020 CivilWeb"]
[null,"Your Logo / Company Details Here",null,null,null,null,"Project:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"By:"]
[null,null,null,null,null,null,"Calculation:",null,null,null,null,null,"Miragrid MSE Wall Design with Bridge Abutment"]
[null,null,null,null,null,null,"FHWA NHI-10-025",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Approved:"]
[null,null,null,null,null,null,"Sheet Number:",null,null,null,null,null,"Cover Sheet",null,null,null,null,null,null,"Date:"]
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[null,null,null,null,null,null,null,"Although all care and attention has been taken to ensure that this program is accurate, CivilWeb gives no guarentee that it is error free. In no event will Civil Web accept any responsibility for any errors or omissions from the program or from the user of the program, or for any special, incedental or consequential damages whatsoever arising from use of this program."]
[]
[]
[]
[]
[]
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[null,null,null,null,null,null,null,"This program should only be used by a suitably qualified Civil or Structural Engineer, and suitable efforts should be taken to verify the results."]
[]
[]
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[null,null,null,null,null,null,null,"Reverse-engineering or decompiling of this program is not allowed."]
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[null,null,null,null,null,null,null,"This program is registered to a single user, and should not be used by any other."]
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[null,null,null,null,null,null,null,"Registered User;"]
[null,null,null,null,null,null,null,"Single User License"]
[]
[null,null,null,null,null,null,null,"By using this program you confirm your understanding and agreement with the above terms and conditions."]
[]
[]
[null,null,null,null,null,null,null,"This program remains the property of CivilWeb."]
[null,null,null,null,null,null,null,"www.civilweb-spreadsheets.com"]
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[null,null,null,null,null,null,null,"Revision Schedule"]
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[null,null,null,null,null,null,null,"Rev",null,"Changes",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Date"]
[null,null,null,null,null,null,null,0,null,"Original",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2020-08-01"]

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[null,"Registered User:",null,null,null,null,"Single User License",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"© 2020 CivilWeb"]
[null,null,null,null,null,null,"Project:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"By:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bridge Abutment Geometry"]
[null,null,null,null,null,null,"Calculation:",null,null,null,null,null,"Miragrid MSE Wall Design with Bridge Abutment",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Abutment Wall Height, Ha",{"$f":"$BY$27","v":14.763735},"ft"]
[null,null,null,null,null,null,"FHWA NHI-10-025",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Approved:"]
[null,null,null,null,null,null,"Sheet Number:",null,null,null,null,null,1,null,null,null,null,null,null,"Date:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10,null,null,null,null,null,null,"Tensile Strength","5% strain","Creep Rupture Strength","Long Term Design Strength","RFCR","RFID","RFD"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"b1",{"$f":"$BM$22","v":1.640415},"ft",{"$f":"BC12","v":0.65616600000000003},{"$f":"BF21","v":24.606225000000002},{"$f":"$BG$5/MAX($BE$6:$BF$26)*BE6","v":0.22471910112359547},{"$f":"$BG$5/MAX($BE$6:$BF$26)*BF6","v":8.4269662921348303},null,null,null,null,"Miragrid 2XT",2000,null,1389,1202,{"$f":"$X$86","v":1.44},{"$f":"$X$87","v":1.1000000000000001},{"$f":"$X$88","v":1.05},{"$f":"BN6/BR6/BS6/BT6*0.001","v":1.2025012025012025},"Miragrid 2XT"]
[null,null,null,null,null,null,null,"Geometría del Estribo y Cargas",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"b2",{"$f":"$BM$23","v":1.640415},"ft",{"$f":"BE6+SUM(BC11)","v":10.498656},{"$f":"BF6","v":24.606225000000002},{"$f":"$BG$5/MAX($BE$6:$BF$26)*BE7","v":3.5955056179775275},8.4269662921348303,null,null,null,null,"Miragrid 3XT",3500,1056,2431,2104,1.44,1.1000000000000001,1.05,2.1043771043771038,"Miragrid 3XT"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"b3",{"$f":"$BM$24","v":1.640415},"ft",{"$f":"BE7","v":10.498656},{"$f":"BF7+BC13","v":26.246640000000003},3.5955056179775275,8.9887640449438191,"LL & DL",null,null,null,"Miragrid 5XT",4700,1740,3264,2825,1.44,1.1000000000000001,1.05,2.8258778258778259,"Miragrid 5XT"]
[null,null,null,null,null,null,null,"Ancho de zapata,b1",null,null,null,null,null,0.5,null,null,"m",null,null,"Altra de zapata, h1",null,null,null,null,null,0.5,null,null,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"b4",{"$f":"$BM$25","v":1.640415},"ft",{"$f":"BE8-BC10","v":7.2178260000000005},{"$f":"BF8","v":26.246640000000003},2.4719101123595504,8.9887640449438191,null,null,null,null,"Miragrid 7XT",5900,2160,4097,3547,1.44,1.1000000000000001,1.05,3.5473785473785475,"Miragrid 7XT"]
[null,null,null,null,null,null,null,"Ancho de zapata,b2",null,null,null,null,null,0.5,null,null,"m",null,null,"Altra de zapata, h2",null,null,null,null,null,0.4,null,null,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"b5",{"$f":"$BM$26","v":3.2808299999999999},"ft",{"$f":"BE9","v":7.2178260000000005},{"$f":"BF9+BC14+BC15","v":29.199387000000005},2.4719101123595504,10,null,null,null,null,"Miragrid 8XT",7400,2520,5139,4449,1.44,1.1000000000000001,1.05,4.4492544492544486,"Miragrid 8XT"]
[null,null,null,null,null,null,null,"Ancho de zapata,b3",null,null,null,null,null,0.5,null,null,"m",null,null,"Altra de zapata, h3",null,null,null,null,null,0.5,null,null,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Footing Base Width, bf",{"$f":"SUM(BC6:BC10)","v":9.8424899999999997},"ft",{"$f":"BE10-BC9","v":5.5774110000000006},{"$f":"BF10","v":29.199387000000005},1.9101123595505616,10,null,null,null,null,"Miragrid 10XT",9500,3120,6597,5712,1.44,1.1000000000000001,1.05,5.7118807118807116,"Miragrid 10XT"]
[null,null,null,null,null,null,null,"Ancho de zapata,b4",null,null,null,null,null,0.5,null,null,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Distance between Toe of Footing and Backface of MSE Panels, cf",{"$f":"$BY$19","v":0.65616600000000003},"ft",{"$f":"BE11","v":5.5774110000000006},{"$f":"BF11-BC15","v":27.558972000000004},1.9101123595505616,9.4382022471910112,null,null,null,null,"Miragrid 20XT",13705,5340,9517,8240,1.44,1.1000000000000001,1.05,8.2401394901394909,"Miragrid 20XT"]
[null,null,null,null,null,null,null,"Ancho de zapata,b5",null,null,null,null,null,1,null,null,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"h1",{"$f":"$BY$13","v":1.640415},"ft",{"$f":"BE12-BC7","v":3.9369960000000006},{"$f":"BF12","v":27.558972000000004},1.348314606741573,9.4382022471910112,{"$f":"BG13","v":1.348314606741573},{"$f":"BH13","v":9.4382022471910112},null,null,"Miragrid 22XT",20559,6700,14277,12361,1.44,1.1000000000000001,1.05,12.361111111111109,"Miragrid 22XT",null,null,{"$f":"Z9*3.28083","v":1.640415}]
[null,null,null,null,null,null,null,"Altura del pad de carga, hb",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.2,null,null,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"h2",{"$f":"$BY$14","v":1.3123320000000001},"ft",{"$f":"BE13-BC8","v":2.2965810000000006},{"$f":"BF12","v":27.558972000000004},0.7865168539325843,9.4382022471910112,{"$f":"BI13","v":1.348314606741573},{"$f":"AVERAGE(BJ13,BJ15)","v":9.7191011235955056},null,null,"Miragrid 24XT",27415,7000,19038,16483,1.44,1.1000000000000001,1.05,16.48328523328523,"Miragrid 24XT",null,null,{"$f":"Z10*3.28083","v":1.3123320000000001}]
[null,null,null,null,null,null,null,"Distancia del cimieto al panel de fachada, cf",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.2,null,null,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"h3",{"$f":"$BY$15","v":1.640415},"ft",{"$f":"BE14","v":2.2965810000000006},{"$f":"BF14-BC14","v":26.246640000000003},0.7865168539325843,8.9887640449438191,{"$f":"BI14","v":1.348314606741573},{"$f":"BH11","v":10},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Z11*3.28083","v":1.640415}]
[null,null,null,null,null,null,null,"Densidad del Concreto del Cimiento, γc",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,null,null,"kN/m3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Heighth of Footing, h",{"$f":"SUM(BC13:BC15)","v":4.5931619999999995},"ft",{"$f":"BE15-BC6","v":0.65616600000000069},{"$f":"BF15","v":26.246640000000003},0.22471910112359569,8.9887640449438191]
[null,null,null,null,null,null,null,"Carga Muerta Nominal sobre el Estribo, DL",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,null,null,"kN/m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bearing Pad Height, hb",{"$f":"$BY$18","v":0.65616600000000003},"ft",{"$f":"BE16","v":0.65616600000000069},{"$f":"BF16-BC13","v":24.606225000000002},0.22471910112359569,8.4269662921348303,null,null,null,null,null,{"$f":"Y26&\"m\"","v":"4m"}]
[null,null,null,null,null,null,null,"Carga Viva Nominal sobre el Estribo, LL",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,12,null,null,"kN/m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Spread Footing Concrete, γc",{"$f":"$BY$20","v":152.7811283528016},"pcf",null,null,null,null,{"$f":"Y25&\"m\"","v":"3m"},null,null,null,null,0,-0.5,{"$f":"$BG$5/MAX($BE$6:$BF$26)*BN18","v":0},-0.5,null,null,null,null,null,null,null,{"$f":"Y14*3.28083","v":0.65616600000000003}]
[null,null,null,null,null,null,null,"Fuerza Nominal Lateral sobre el Estribo, F2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,null,null,"kN/m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,0,0,-0.5,{"$f":"BH19","v":0},null,null,null,{"$f":"AVERAGE(BN18,BN20)","v":6.5616599999999998},{"$f":"BO18","v":-0.5},{"$f":"$BG$5/MAX($BE$6:$BF$26)*BN19","v":2.2471910112359543},{"$f":"BQ18","v":-0.5},null,null,null,null,null,null,null,{"$f":"Y15*3.28083","v":0.65616600000000003}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BE19","v":0},{"$f":"IF(BC67=\"\",BC66,BC67)","v":9.8424899999999997},0,3.3707865168539319,{"$f":"BI19","v":-0.5},{"$f":"AVERAGE(BJ19,BJ21)","v":1.685393258426966},null,null,null,{"$f":"BY30","v":13.12332},{"$f":"BO19","v":-0.5},4.4943820224719087,{"$f":"BQ19","v":-0.5},null,null,null,null,null,null,null,{"$f":"Y16*6.3658803480334","v":152.7811283528016}]
[null,null,null,null,null,null,null,"MSE Detalles de Geometría y Cargas",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BE20","v":0},{"$f":"BC75","v":24.606225000000002},0,8.4269662921348303,{"$f":"BI20","v":-0.5},{"$f":"BH20","v":3.3707865168539319},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Y17/1.356","v":17.699115044247787}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Geometry",null,null,{"$f":"BE6","v":0.65616600000000003},{"$f":"BF21","v":24.606225000000002},0.22471910112359547,8.4269662921348303,{"$f":"Y23&\"m\"","v":"4.5m"},null,null,null,{"$f":"N9*3.28083","v":1.640415},null,null,null,null,null,null,null,null,null,null,null,{"$f":"Y18/1.356","v":8.8495575221238933}]
[null,null,null,null,null,null,null,"Altura Expuesta del MME, Ha",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4.5,null,null,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Exposed Wall Height, He",{"$f":"BC3","v":14.763735},"ft",null,null,null,null,-0.5,{"$f":"BJ21","v":3.3707865168539319},null,null,{"$f":"N10*3.28083","v":1.640415},null,null,null,null,null,null,null,null,null,null,null,{"$f":"Y19/1.356","v":0.73746312684365778}]
[null,null,null,null,null,null,null,"Ángulo en el Talud del Pie",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Horizontal",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Angle of Facing Units",null,"Degrees",{"$f":"BE9","v":7.2178260000000005},{"$f":"BF11","v":29.199387000000005},2.4719101123595504,10,{"$f":"BI23","v":-0.5},{"$f":"AVERAGE(BJ23,BJ25)","v":5.8988764044943807},null,null,{"$f":"N11*3.28083","v":1.640415}]
[null,null,null,null,null,null,null,{"$f":"\"Profundiad Minima de Desplante \"&ROUNDUP(BC66*0.3048,2)&\"m\"","v":"Profundiad Minima de Desplante 0.61m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3,null,null,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Effective Angle of Facing Units, θ",{"$f":"IF(BC24<10,0,BC24)","v":0},"Degrees",{"$f":"MAX(BE6:BF24)","v":29.199387000000005},{"$f":"BF24","v":29.199387000000005},10,10,{"$f":"BI24","v":-0.5},{"$f":"BH22","v":8.4269662921348303},null,null,{"$f":"N12*3.28083","v":1.640415}]
[null,null,null,null,null,null,null,"Longitud del Refuerzo, L",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,null,null,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Backslope Angle",null,"Degrees",{"$f":"BC29","v":13.12332},null,4.4943820224719087,null,null,null,null,null,{"$f":"N13*3.28083","v":3.2808299999999999}]
[null,null,null,null,null,null,null,"Periodo de Diseño",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,100,null,null,"años",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Backslope Height",null,"ft",{"$f":"BE7","v":10.498656},{"$f":"BF7","v":24.606225000000002},3.5955056179775275,8.4269662921348303,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Y23*3.28083","v":14.763735}]
[null,null,null,null,null,null,null,"Carga de Tráfico, heq",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.6,null,null,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Toe Slope Angle",{"$f":"$Y$24","v":"Horizontal"},null,{"$f":"BE25","v":29.199387000000005},{"$f":"BF27","v":24.606225000000002},10,8.4269662921348303]
[null,null,null,null,null,null,null,"Carga de Tráfico, heqF",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,null,null,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length of Reinforcement, L",{"$f":"$BY$30","v":13.12332},"ft",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Y25*3.28083","v":9.8424899999999997}]
[null,null,null,null,null,null,null,"Limite de Servicio Factorado, qnf-ser",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,400,null,null,"kN/m2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Broken Backslope?",null,null,null,"Yes",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Y26*3.28083","v":13.12332}]
[null,null,null,null,null,null,null,"Limite de Resistencia Factorado qnf-str",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,400,null,null,"kN/m2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No",-1,{"$f":"BH20","v":3.3707865168539319}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,{"$f":"BH31","v":3.3707865168539319},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Y28*3.28083","v":1.9684979999999999}]
[null,null,null,null,null,null,null,"Detalles del Suelo",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Loading",null,null,null,null,11,{"$f":"BH32","v":3.3707865168539319},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Y29*3.28083","v":3.2808299999999999}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Dead Load Reaction Force on Abutment, DL",{"$f":"$BY$21","v":17.699115044247787},"k/ft",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Y30*0.020885434273039","v":8.3541737092155994}]
[null,null,null,null,null,null,null,"Suelo de Cimentación, Ángulo de Fricción, φ'f",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,32,null,null,"grados",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Live Load Reaction Force on Abutment, LL",{"$f":"$BY$22","v":8.8495575221238933},"k/ft",null,null,{"$f":"BG21","v":0},{"$f":"BG21","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Y31*0.020885434273039","v":8.3541737092155994}]
[null,null,null,null,null,null,null,"Suelo de Cimentación Limite de Servicio qnf-ser",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,500,null,null,"kN/m2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Lateral Friction Force at the bearing level, F2",{"$f":"$BY$23","v":0.73746312684365778},"k/ft",null,null,{"$f":"BG26","v":4.4943820224719087},{"$f":"BH35","v":0}]
[null,null,null,null,null,null,null,"Suelo de Cimentación Limite de Resistencia, qnf-str",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,500,null,null,"kN/m2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BG36","v":4.4943820224719087},{"$f":"BH27","v":8.4269662921348303}]
[null,null,null,null,null,null,null,"Suelo Reforzado  Ángulo de Fricción, φ'r",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,32,null,null,"grados",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Performance",null,null,null,null,null,null,null,null,"x","y"]
[null,null,null,null,null,null,null,"Suelo Reforzado, Densidad, γr",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,19,null,null,"kN/m3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Horizontal",{"$f":"BC23/10","v":1.4763735},null,null,"Level 1",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC718","v":23.621976000000004},{"$f":"$BG$5/MAX($BE$6:$BF$26)*BK39","v":0},{"$f":"IFERROR($BG$5/MAX($BE$6:$BF$26)*BL39,NA())","v":8.0898876404494384}]
[null,null,null,null,null,null,null,"Suelo Reforzado Coeficiente de Uniformidad, Cu",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Life",{"$f":"$Y$27","v":100},"Years",null,"3H:1V",{"$f":"BC23/10","v":1.4763735},null,null,null,{"$f":"AVERAGE(BK39,BK41)","v":6.5616599999999998},{"$f":"BL39","v":23.621976000000004},2.2471910112359543,{"$f":"IFERROR($BG$5/MAX($BE$6:$BF$26)*BL40,NA())","v":8.0898876404494384},null,null,null,null,null,null,null,null,null,null,{"$f":"Y36*0.020885434273039","v":10.4427171365195}]
[null,null,null,null,null,null,null,"Suelo Retenido, Ángulo de Fricción φ'b",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,32,null,null,"grados",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2H:1V",{"$f":"BC23/7","v":2.109105},null,null,null,{"$f":"$BC$29","v":13.12332},{"$f":"BL40","v":23.621976000000004},4.4943820224719087,8.0898876404494384,null,null,null,null,null,null,null,null,null,null,{"$f":"Y37*0.020885434273039","v":10.4427171365195}]
[null,null,null,null,null,null,null,"Suelo Retenido, Densidad, γb",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,19,null,null,"kN/m3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1.5H:1V",{"$f":"BC23/5","v":2.952747},null,null,"Level 2",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC719","v":21.653478000000003},0,7.4157303370786511]
[null,null,null,null,null,null,null,"Suelo Detrás del Estribo (zapata) , Ángulo de Fricción, φ'2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,32,null,null,"grados",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AVERAGE(BK42,BK44)","v":6.5616599999999998},{"$f":"BL42","v":21.653478000000003},2.2471910112359543,7.4157303370786511,null,null,null,null,null,null,null,null,null,null,{"$f":"Y39*6.3658803480334","v":120.9517266126346}]
[null,null,null,null,null,null,null,"Suelo Detrás del Estribo, Densidad, γ2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,19,null,null,"kN/m3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Soil Details",null,null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$f":"BL43","v":21.653478000000003},4.4943820224719087,7.4157303370786511]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Foundation Soil, Friction Angle, φ'f",{"$f":"$Y$35","v":32},"degrees",null,null,null,null,null,"Level 3",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC720","v":19.684980000000003},0,6.7415730337078648]
[null,"Your Logo / Company Details Here",null,null,null,null,"Project:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"By:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Foundation Soil, density, γf",null,"pcf",null,null,null,null,null,null,{"$f":"AVERAGE(BK45,BK47)","v":6.5616599999999998},{"$f":"BL45","v":19.684980000000003},2.2471910112359543,6.7415730337078648,null,null,null,null,null,null,null,null,null,null,{"$f":"Y42*6.3658803480334","v":120.9517266126346}]
[null,null,null,null,null,null,"Calculation:",null,null,null,null,null,"Miragrid MSE Wall Design with Bridge Abutment",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Bearing Resistance of Foundation Soil",null,null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$f":"BL46","v":19.684980000000003},4.4943820224719087,6.7415730337078648]
[null,null,null,null,null,null,"FHWA NHI-10-025",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Approved:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Foundation Soil Service Limit, qnf-ser",{"$f":"$BY$40","v":10.4427171365195},"ksf",null,null,null,null,null,"Level 4",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC721","v":17.716482000000003},0,6.0674157303370784,null,null,null,null,null,null,null,null,null,null,{"$f":"Y44*6.3658803480334","v":120.9517266126346}]
[null,null,null,null,null,null,"Sheet Number:",null,null,null,null,null,2,null,null,null,null,null,null,"Date:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Foundation Soil Strength Limit, qnf-str",{"$f":"$BY$41","v":10.4427171365195},"ksf",null,null,null,null,null,null,{"$f":"AVERAGE(BK48,BK50)","v":6.5616599999999998},{"$f":"BL48","v":17.716482000000003},2.2471910112359543,6.0674157303370784]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MSE Wall Service Limit, qnf-ser",{"$f":"$BY$34","v":8.3541737092155994},"ksf",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$f":"BL49","v":17.716482000000003},4.4943820224719087,6.0674157303370784]
[null,null,null,null,null,null,null,"Load Combination Factors",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MSE Wall Strength Limit, qnf-str",{"$f":"$BY$35","v":8.3541737092155994},"ksf",null,null,null,null,null,"Level 5",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC722","v":15.747984000000002},0,5.393258426966292]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Groundwater??",null,null,null,null,null,null,null,null,{"$f":"AVERAGE(BK51,BK53)","v":6.5616599999999998},{"$f":"BL51","v":15.747984000000002},2.2471910112359543,5.393258426966292]
[null,null,null,null,null,null,null,"Load Factors EV",null,null,null,null,null,null,null,null,null,null,null,null,null,"Load Factors LL",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Reinforced Wall Fill, Friction Angle, φ'r",{"$f":"$Y$38","v":32},"degrees",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$f":"BL52","v":15.747984000000002},4.4943820224719087,5.393258426966292]
[null,null,null,null,null,null,null,"Strength 1 (Max)",null,null,null,null,null,1.35,null,null,null,null,null,null,null,"Strength 1 (Max)",null,null,null,null,null,1.75,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Reinforced Wall Fill, density, γr",{"$f":"$BY$43","v":120.9517266126346},"pcf",null,null,null,null,null,"Level 6",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC723","v":13.779486000000002},0,4.7191011235955056]
[null,null,null,null,null,null,null,"Strength 2 (Min)",null,null,null,null,null,1,null,null,null,null,null,null,null,"Strength 2 (Min)",null,null,null,null,null,1.75,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Reinforced Wall Fill, pH",null,null,null,null,null,null,null,null,{"$f":"AVERAGE(BK54,BK56)","v":6.5616599999999998},{"$f":"BL54","v":13.779486000000002},2.2471910112359543,4.7191011235955056]
[null,null,null,null,null,null,null,"Service 1",null,null,null,null,null,1,null,null,null,null,null,null,null,"Service 1",null,null,null,null,null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Reinforced Wall Fill, Max Size",null,"in",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$f":"BL55","v":13.779486000000002},4.4943820224719087,4.7191011235955056]
[null,null,null,null,null,null,null,"Load Factors ES",null,null,null,null,null,null,null,null,null,null,null,null,null,"Load Factors DC",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Reinforced Wall Fill Coefficient of Uniformity, Cu",{"$f":"$Y$40","v":6},null,null,null,null,null,null,"Level 7",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC724","v":11.810988000000002},0,4.0449438202247192]
[null,null,null,null,null,null,null,"Strength 1 (Max)",null,null,null,null,null,1.5,null,null,null,null,null,null,null,"Strength 1 (Max)",null,null,null,null,null,1.25,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Retained Backfill, Friction Angle, φ'b",{"$f":"$Y$41","v":32},"degrees",null,null,null,null,null,null,{"$f":"AVERAGE(BK57,BK59)","v":6.5616599999999998},{"$f":"BL57","v":11.810988000000002},2.2471910112359543,4.0449438202247192]
[null,null,null,null,null,null,null,"Strength 2 (Min)",null,null,null,null,null,0.75,null,null,null,null,null,null,null,"Strength 2 (Min)",null,null,null,null,null,0.9,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Retained Backfill, density, γb",{"$f":"$BY$46","v":120.9517266126346},"pcf",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$f":"BL58","v":11.810988000000002},4.4943820224719087,4.0449438202247192]
[null,null,null,null,null,null,null,"Service 1",null,null,null,null,null,1,null,null,null,null,null,null,null,"Service 1",null,null,null,null,null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Spread Footing backfill, Friction Angle, φ'2",{"$f":"$Y$43","v":32},"degrees",null,null,null,null,null,"Level 8",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC725","v":9.8424900000000015},0,3.3707865168539324]
[null,null,null,null,null,null,null,"Load Factors EH",null,null,null,null,null,null,null,null,null,null,null,null,null,"Load Factors FR",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Spread Footing backfill, density, γ2",{"$f":"$BY$48","v":120.9517266126346},"pcf",null,null,null,null,null,null,{"$f":"AVERAGE(BK60,BK62)","v":6.5616599999999998},{"$f":"BL60","v":9.8424900000000015},2.2471910112359543,3.3707865168539324]
[null,null,null,null,null,null,null,"Strength 1 (Max)",null,null,null,null,null,1.5,null,null,null,null,null,null,null,"Strength 1 (Max)",null,null,null,null,null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$f":"BL61","v":9.8424900000000015},4.4943820224719087,3.3707865168539324]
[null,null,null,null,null,null,null,"Strength 2 (Min)",null,null,null,null,null,0.9,null,null,null,null,null,null,null,"Strength 2 (Min)",null,null,null,null,null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Level 9",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC726","v":7.8739920000000012},0,2.696629213483146]
[null,null,null,null,null,null,null,"Service 1",null,null,null,null,null,1,null,null,null,null,null,null,null,"Service 1",null,null,null,null,null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AVERAGE(BK63,BK65)","v":6.5616599999999998},{"$f":"BL63","v":7.8739920000000012},2.2471910112359543,2.696629213483146]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$f":"BL64","v":7.8739920000000012},4.4943820224719087,2.696629213483146]
[null,null,null,null,null,null,null,"Resistance Factors",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Minimum Embedment Depth",{"$f":"MAX(2,VLOOKUP(BC28,BF39:BG42,2,FALSE))","v":2},"ft",null,null,null,null,null,"Level 10",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC727","v":5.9054940000000009},0,2.0224719101123596]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Override",{"$f":"$BY$29","v":9.8424899999999997},"ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK66,BK68)","v":6.5616599999999998},{"$f":"BL66","v":5.9054940000000009},2.2471910112359543,2.0224719101123596]
[null,null,null,null,null,null,null,"Sliding of Spread Footing on MSE Wall, φs",null,null,null,null,null,null,null,null,null,null,null,null,null,0.8,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Height of Wall, H",{"$f":"IF(BC67=\"\",BC66,BC67)+BC23","v":24.606225000000002},"ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$f":"BL67","v":5.9054940000000009},4.4943820224719087,2.0224719101123596]
[null,null,null,null,null,null,null,"Sliding of MSE Wall on Foundation Soil, φs",null,null,null,null,null,null,null,null,null,null,null,null,null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Level 11",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC728","v":3.9369960000000006},0,1.348314606741573]
[null,null,null,null,null,null,null,"Bearing Resistance, φb",null,null,null,null,null,null,null,null,null,null,null,null,null,0.65,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Loads",null,null,null,null,null,null,null,null,{"$f":"AVERAGE(BK69,BK71)","v":6.5616599999999998},{"$f":"BL69","v":3.9369960000000006},2.2471910112359543,1.348314606741573]
[null,null,null,null,null,null,null,"Tensile Resistance & Connectors, φt",null,null,null,null,null,null,null,null,null,null,null,null,null,0.9,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Angle I",{"$f":"DEGREES(ATAN(BC27/(2*BC68)))","v":0},"degrees",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$f":"BL70","v":3.9369960000000006},4.4943820224719087,1.348314606741573,null,null,null,null,null,{"$f":"X77*3.28083","v":0.98424899999999993}]
[null,null,null,null,null,null,null,"Pullout Resistance, φp",null,null,null,null,null,null,null,null,null,null,null,null,null,0.9,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Slope Crest, h",{"$f":"IF(BC30=\"Yes\",BC68+BC27,BC68+BC29*TAN(RADIANS(BC26)))","v":24.606225000000002},"ft",null,null,null,null,null,"Level 12",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC729","v":1.9684980000000003},0,0.6741573033707865,null,null,null,null,null,{"$f":"X78*3.28083","v":0.65616600000000003}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Slope of Backfill Behind Wall, β",{"$f":"IF(BC30=\"Yes\",BC71,BC26)","v":0},"degrees",null,null,null,null,null,null,{"$f":"AVERAGE(BK72,BK74)","v":6.5616599999999998},{"$f":"BL72","v":1.9684980000000003},2.2471910112359543,0.6741573033707865,null,null,null,null,null,{"$f":"X79*3.28083","v":1.9684979999999999}]
[null,null,null,null,null,null,null,"Soil Reinforcement Details - Geosynthetics",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Angle of Friction betweeen retained backfill and reinforced soil, δ",{"$f":"BC73","v":0},"degrees",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$f":"BL73","v":1.9684980000000003},4.4943820224719087,0.6741573033707865]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Height of Wall and Slope",{"$f":"MIN(BC72,BC68+BC29*TAN(RADIANS(BC26)))","v":24.606225000000002},"ft",null,null,null,null,null,"Level 13",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC730","v":0.65616599999999892},0,0.22471910112359508]
[null,null,null,null,null,null,null,"Vertical Layout of Soil Reinforcements",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AVERAGE(BK75,BK77)","v":6.5616599999999998},{"$f":"BL75","v":0.65616599999999892},2.2471910112359543,0.22471910112359508]
[null,null,null,null,null,null,null,"Depth to Top Layer",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.3,null,null,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$f":"BL76","v":0.65616599999999892},4.4943820224719087,0.22471910112359508]
[null,null,null,null,null,null,null,"Height of Bottom Layer",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.2,null,null,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Level 14",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC731","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Spacing of Layers",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.6,null,null,"m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AVERAGE(BK78,BK80)","v":6.5616599999999998},{"$f":"BL78","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Pullout Failure Factors",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"r",{"$f":"(1+SQRT(SIN(RADIANS(BC58+BC74))*SIN(RADIANS(BC58-BC73))/(SIN(RADIANS(90-BC25-BC74))*SIN(RADIANS(90-BC25+BC73)))))^2","v":2.3406529550718709},null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$f":"BL79","v":{"$error":"#VALUE!"}},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Pullout Resistance Factor, F*",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.45,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Kab",{"$f":"IF(BC26=0,(1-SIN(RADIANS(BC58)))/(1+SIN(RADIANS(BC58))),SIN(RADIANS(90-BC25+BC58))^2/(BC80*SIN(RADIANS(90-BC25))^2*SIN(RADIANS(90-BC25-BC74))))","v":0.30725852452246849},null,null,null,null,null,null,"Level 15",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC732","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Scale Correction Factor, α",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.8,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Traffic Load, heq",{"$f":"$BY$32","v":1.9684979999999999},"ft","cannot be surcharge loads on sloped backfills",null,null,null,null,null,{"$f":"AVERAGE(BK81,BK83)","v":6.5616599999999998},{"$f":"BL81","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"C",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Traffic Load, heqF",{"$f":"$BY$33","v":3.2808299999999999},"ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Coverage Ratio, Rc",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"F1",{"$f":"0.5*BC59*BC72^2*BC81*0.001","v":11.250608160625985},"k/lft",null,null,null,null,null,"Level 16",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC733","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Soil Reinforcement Resistance, Tal",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FH1",{"$f":"BC84*COS(RADIANS(BC71))","v":11.250608160625985},"k/lft",null,null,null,null,null,null,{"$f":"AVERAGE(BK84,BK86)","v":6.5616599999999998},{"$f":"BL84","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Creep Factor, RFCR",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.44,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FV1",{"$f":"BC84*SIN(RADIANS(BC71))","v":0},"k/lft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Durability Factor, RFD",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.1000000000000001,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"q",{"$f":"BC82*BC59","v":238.09323193351798},"psf",null,null,null,null,null,"Level 17",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC734","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Installation Factor, RFID",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.05,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"F2",{"$f":"BC87*BC72*BC81*0.001","v":1.8000973057001572},"k/lft",null,null,null,null,null,null,{"$f":"AVERAGE(BK87,BK89)","v":6.5616599999999998},{"$f":"BL87","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FH2",{"$f":"BC88*COS(RADIANS(BC71))","v":1.8000973057001572},"k/lft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,"Your Logo / Company Details Here",null,null,null,null,"Project:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"By:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FV2",{"$f":"BC88*SIN(RADIANS(BC71))","v":0},"k/lft",null,null,null,null,null,"Level 18",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC735","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,"Calculation:",null,null,null,null,null,"Miragrid MSE Wall Design with Bridge Abutment",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"V1",{"$f":"BC54*BC68*BC29*0.001","v":39.05717090622219},"k/lft",null,null,null,null,null,null,{"$f":"AVERAGE(BK90,BK92)","v":6.5616599999999998},{"$f":"BL90","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,"FHWA NHI-10-025",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Approved:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"V2",{"$f":"IF(BC30=\"Yes\",0.5*BC59*BC29*(BC72-BC68)*0.001,0.5*BC29^2*TAN(RADIANS(BC26))*BC59*0.001)","v":0},"k/lft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,"Sheet Number:",null,null,null,null,null,3,null,null,null,null,null,null,"Date:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FT",{"$f":"0.5*BC81*BC59*BC75^2*0.001","v":11.250608160625985},"k/lft",null,null,null,null,null,"Level 19",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC736","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FH",{"$f":"BC93*COS(RADIANS(BC73))","v":11.250608160625985},"k/lft",null,null,null,null,null,null,{"$f":"AVERAGE(BK93,BK95)","v":6.5616599999999998},{"$f":"BL93","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Results - Abutment Footing Design",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MV1",{"$f":"BC91*BC29*0.5","v":256.27987604852188},"k-ft/ft",null,null,null,null,null,"Level 20",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC737","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Sliding of the Abutment Footing",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MV2",{"$f":"BC92*2/3*BC29","v":0},"k-ft/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK96,BK98)","v":6.5616599999999998},{"$f":"BL96","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FTV",{"$f":"0.5*BC54*BC72^2*BC81*SIN(RADIANS(BC26))*0.001","v":0},"k/lft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str 1 (Max)",null,null,null,"Str 1 (Min)",null,null,null,"Critical",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MFTV",{"$f":"BC98*BC29","v":0},"k-ft/ft",null,null,null,null,null,"Level 21",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC738","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Sliding Force",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC239*1.3558179483314,2)&\" kN/m\"","v":"3.13 kN/m"},null,null,null,{"$f":"ROUNDUP(BC247*1.3558179483314,2)&\" kN/m\"","v":"2.81 kN/m"},null,null,null,{"$f":"ROUNDUP(BC264*1.3558179483314,2)&\" kN/m\"","v":"3.13 kN/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FTH",{"$f":"0.5*BC54*BC72^2*BC81*COS(RADIANS(BC26))*0.001","v":11.250608160625985},"k/lft",null,null,null,null,null,null,{"$f":"AVERAGE(BK99,BK101)","v":6.5616599999999998},{"$f":"BL99","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Sliding Resistance",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC242*1.3558179483314,2)&\" kN/m\"","v":"19.35 kN/m"},null,null,null,{"$f":"ROUNDUP(BC250*1.3558179483314,2)&\" kN/m\"","v":"13.95 kN/m"},null,null,null,{"$f":"ROUNDUP(BC263*1.3558179483314,2)&\" kN/m\"","v":"13.95 kN/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MFTH (MF1)",{"$f":"BC100*BC72/3","v":92.278331929066383},"k-ft/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Utilisation",null,null,null,null,null,null,null,{"$f":"BC244","v":0.16161987622795732},null,null,null,{"$f":"BC252","v":0.20124998808855818},null,null,null,{"$f":"BC266","v":0.22411418735229122},null,null,null,null,null,null,null,{"$f":"IF(MAX(P102:AA102)>1,\"Not Valid\",\"Valid\")","v":"Valid"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Level 22",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC739","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vs",{"$f":"BC46*BC82*BC29*0.001","v":0},"k/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK102,BK104)","v":6.5616599999999998},{"$f":"BL102","v":{"$error":"#VALUE!"}},{"$f":"$BG$5/MAX($BE$6:$BF$26)*BK103","v":2.2471910112359543},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Eccentricity of the Abutment Footing",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MVs",{"$f":"BC103*BC29*0.5","v":0},"k-ft/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$f":"IFERROR($BG$5/MAX($BE$6:$BF$26)*BL104,NA())","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MF2",{"$f":"BC88*BC75/2","v":22.146799662975926},"k-ft/ft",null,null,null,null,null,"Level 23",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC740","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str 1 (Max)",null,null,null,"Str 1 (Min)",null,null,null,"Critical",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AVERAGE(BK105,BK107)","v":6.5616599999999998},{"$f":"BL105","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Total Overturning Moments",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC341*0.4133088,1)&\" kNm/m\"","v":"2.5 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC351*0.4133088,1)&\" kNm/m\"","v":"2.3 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC371*0.4133088,1)&\" kNm/m\"","v":"2.5 kNm/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ka1",{"$f":"(1-SIN(RADIANS(BC53)))/(1+SIN(RADIANS(BC53)))","v":0.30725852452246849},null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Total Resisting Moments",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC342*0.4133088,1)&\" kNm/m\"","v":"45 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC352*0.4133088,1)&\" kNm/m\"","v":"32.5 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC372*0.4133088,1)&\" kNm/m\"","v":"32.5 kNm/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ka2",{"$f":"(1-SIN(RADIANS(BC60)))/(1+SIN(RADIANS(BC60)))","v":0.30725852452246849},null,null,null,null,null,null,"Level 24",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC741","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Net Moment",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC343*0.4133088,1)&\" kNm/m\"","v":"42.6 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC353*0.4133088,1)&\" kNm/m\"","v":"30.3 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC373*0.4133088,1)&\" kNm/m\"","v":"30.1 kNm/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ka3",{"$f":"(1-SIN(RADIANS(BC58)))/(1+SIN(RADIANS(BC58)))","v":0.30725852452246849},null,null,null,null,null,null,null,{"$f":"AVERAGE(BK108,BK110)","v":6.5616599999999998},{"$f":"BL108","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Total Vertical Forces",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC344*1.3558179483314,2)&\" kN/m\"","v":"38.7 kN/m"},null,null,null,{"$f":"ROUNDUP(BC354*1.3558179483314,2)&\" kN/m\"","v":"27.91 kN/m"},null,null,null,{"$f":"ROUNDUP(BC374*1.3558179483314,2)&\" kN/m\"","v":"27.91 kN/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"V0",{"$f":"BC61*(BC14+BC15)*BC10*0.001","v":1.1717151271866657},"k/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Eccentricity of Resultant",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC346*0.3048,2)&\" m\"","v":"0.41 m"},null,null,null,{"$f":"ROUNDUP(BC356*0.3048,2)&\" m\"","v":"0.42 m"},null,null,null,{"$f":"ROUNDUP(BC376*0.3048,2)&\" m\"","v":"0.43 m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"V1",{"$f":"BC18*BC11*BC13*0.001","v":2.466768688814033},"k/ft",null,null,null,null,null,"Level 25",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC742","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Limiting Eccentricity",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC347*0.3048,2)&\" m\"","v":"0.75 m"},null,null,null,{"$f":"ROUNDUP(BC357*0.3048,2)&\" m\"","v":"0.75 m"},null,null,null,{"$f":"ROUNDUP(BC377*0.3048,2)&\" m\"","v":"0.75 m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"V2",{"$f":"BC18*(BC7+BC8+BC9)*BC14*0.001","v":0.98670747552561333},"k/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK111,BK113)","v":6.5616599999999998},{"$f":"BL111","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Utilisation",null,null,null,null,null,null,null,{"$f":"BC348","v":0.53413116906535241},null,null,null,{"$f":"BC358","v":0.5561826032531606},null,null,null,{"$f":"BC378","v":0.56329442274691954},null,null,null,null,null,null,null,{"$f":"IF(MAX(P113:AA113)>1,\"Not Valid\",\"Valid\")","v":"Valid"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"V3",{"$f":"BC18*BC9*BC15*0.001","v":0.4111281148023388},"k/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"V4",{"$f":"BC68*BC29*BC54*0.001","v":39.05717090622219},"k/ft",null,null,null,null,null,"Level 26",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC743","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Bearing Resistance at Base of Abutment Footing",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"V5",{"$f":"BC61*BC16*BC29*0.001","v":7.2906719024948083},"k/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK114,BK116)","v":6.5616599999999998},{"$f":"BL114","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vs",{"$f":"BC61*BC83*BC29*0.001","v":5.2076227874962919},"k/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str 1 (Max)",null,null,null,"Str 1 (Min)",null,null,null,"Ser 1",null,null,null,"Critical",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vs1",{"$f":"BC61*BC83*(BC9+BC10)*0.001","v":1.9528585453111096},"k/ft",null,null,null,null,null,"Level 27",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC744","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Total Overturning Moment",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC539*0.4133088,1)&\" kNm/m\"","v":"2.5 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC555*0.4133088,1)&\" kNm/m\"","v":"2.3 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC571*0.4133088,1)&\" kNm/m\"","v":"1.9 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC587*0.4133088,1)&\" kNm/m\"","v":"2.5 kNm/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"F1",{"$f":"0.5*BC108*BC61*BC16^2*0.001","v":0.39202119101914523},"k/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK117,BK119)","v":6.5616599999999998},{"$f":"BL117","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Total Resisting Moment",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC540*0.4133088,1)&\" kNm/m\"","v":"76.4 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC556*0.4133088,1)&\" kNm/m\"","v":"63.9 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC572*0.4133088,1)&\" kNm/m\"","v":"53.6 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC588*0.4133088,1)&\" kNm/m\"","v":"63.9 kNm/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"F2",{"$f":"BC36","v":0.73746312684365778},"k/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Net Moment",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC541*0.4133088,1)&\" kNm/m\"","v":"74 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC557*0.4133088,1)&\" kNm/m\"","v":"61.7 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC573*0.4133088,1)&\" kNm/m\"","v":"51.8 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC589*0.4133088,1)&\" kNm/m\"","v":"61.5 kNm/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"F3",{"$f":"BC109*BC61*BC16*BC68*0.001","v":4.2002270466337004},"k/ft",null,null,null,null,null,"Level 28",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC745","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Total Vertical Forces",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC542*1.3558179483314,2)&\" kN/m\"","v":"64.33 kN/m"},null,null,null,{"$f":"ROUNDUP(BC558*1.3558179483314,2)&\" kN/m\"","v":"53.54 kN/m"},null,null,null,{"$f":"ROUNDUP(BC574*1.3558179483314,2)&\" kN/m\"","v":"45.48 kN/m"},null,null,null,{"$f":"ROUNDUP(BC590*1.3558179483314,2)&\" kN/m\"","v":"53.54 kN/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"F4",{"$f":"0.5*BC109*BC59*BC68^2*0.001","v":11.250608160625985},"k/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK120,BK122)","v":6.5616599999999998},{"$f":"BL120","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Eccentricity of Resultant",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC544*0.3048,2)&\" m\"","v":"0.36 m"},null,null,null,{"$f":"ROUNDUP(BC560*0.3048,2)&\" m\"","v":"0.35 m"},null,null,null,{"$f":"ROUNDUP(BC576*0.3048,2)&\" m\"","v":"0.37 m"},null,null,null,{"$f":"ROUNDUP(BC592*0.3048,2)&\" m\"","v":"0.36 m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fs1",{"$f":"BC108*BC59*BC83*BC16*0.001","v":0.56003027288449325},"k/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Limiting Eccentricity",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC545*0.3048,2)&\" m\"","v":"0.75 m"},null,null,null,{"$f":"ROUNDUP(BC561*0.3048,2)&\" m\"","v":"0.75 m"},null,null,null,{"$f":"ROUNDUP(BC577*0.3048,2)&\" m\"","v":"0.5 m"},null,null,null,{"$f":"ROUNDUP(BC593*0.3048,2)&\" m\"","v":"0.75 m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fs2",{"$f":"BC109*BC59*BC82*BC68*0.001","v":1.8000973057001575},"k/ft",null,null,null,null,null,"Level 29",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC746","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Utilisation",null,null,null,null,null,null,null,{"$f":"BC546","v":0.46688181071351881},null,null,null,{"$f":"BC562","v":0.4648218927469645},null,null,null,{"$f":"BC578","v":0.72563063835498942},null,null,null,{"$f":"BC594","v":0.4685286399714757},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FA",null,"k/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK123,BK125)","v":6.5616599999999998},{"$f":"BL123","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Effective Width of Footing",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC547*0.3048,2)&\" m\"","v":"2.3 m"},null,null,null,{"$f":"ROUNDUP(BC563*0.3048,2)&\" m\"","v":"2.31 m"},null,null,null,{"$f":"ROUNDUP(BC579*0.3048,2)&\" m\"","v":"2.28 m"},null,null,null,{"$f":"ROUNDUP(BC595*0.3048,2)&\" m\"","v":"2.3 m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MV0A",{"$f":"BC110*(BC10*0.5+(BC11-BC10))","v":9.610495351819571},"k-ft/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Bearing Stress",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC548/0.020885434273039,2)&\" kN/m2\"","v":"301.07 kN/m2"},null,null,null,{"$f":"ROUNDUP(BC564/0.020885434273039,2)&\" kN/m2\"","v":"250.23 kN/m2"},null,null,null,{"$f":"ROUNDUP(BC580/0.020885434273039,2)&\" kN/m2\"","v":"215.21 kN/m2"},null,null,null,{"$f":"ROUNDUP(BC596/0.020885434273039,2)&\" kN/m2\"","v":"250.84 kN/m2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MV1A",{"$f":"BC111*(BC11*0.5)","v":12.139573075982616},"k-ft/ft",null,null,null,null,null,"Level 30",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC747","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Fac. Bearing Resistance",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC549/0.020885434273039,2)&\" kN/m2\"","v":"400 kN/m2"},null,null,null,{"$f":"ROUNDUP(BC565/0.020885434273039,2)&\" kN/m2\"","v":"400 kN/m2"},null,null,null,{"$f":"ROUNDUP(BC581/0.020885434273039,2)&\" kN/m2\"","v":"400 kN/m2"},null,null,null,{"$f":"ROUNDUP(BC597/0.020885434273039,2)&\" kN/m2\"","v":"400 kN/m2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MV2A",{"$f":"BC112*(BC6+(BC7+BC8+BC9)*0.5)","v":4.0465243586608732},"k-ft/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK126,BK128)","v":6.5616599999999998},{"$f":"BL126","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Utilisation",null,null,null,null,null,null,null,{"$f":"BC551","v":0.75265664022036016},null,null,null,{"$f":"BC567","v":0.62557024625206015},null,null,null,{"$f":"BC583","v":0.53800585195363593},null,null,null,{"$f":"BC599","v":0.627084365833107},null,null,null,{"$f":"IF(MAX(P128:AE128,P124:AE124)>1,\"Not Valid\",\"Valid\")","v":"Valid"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MV3A",{"$f":"BC113*(BC9*0.5+BC6+BC7+BC8)","v":2.3604725425521753},"k-ft/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MV4A","-","k-ft/ft",null,null,null,null,null,"Level 31",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC748","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,"Your Logo / Company Details Here",null,null,null,null,"Project:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"By:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MV5A","-","k-ft/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK129,BK131)","v":6.5616599999999998},{"$f":"BL129","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,"Calculation:",null,null,null,null,null,"Miragrid MSE Wall Design with Bridge Abutment",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MVsA","-","k-ft/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,"FHWA NHI-10-025",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Approved:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MVs1A",{"$f":"BC117*((BC9+BC10)*0.5+BC6+BC7+BC8)","v":14.415743027729357},"k-ft/ft",null,null,null,null,null,"Level 32",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC749","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LLA",{"$f":"BC35*(BC6+BC7)","v":29.033893805309731},"k-ft/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Results - MSE Wall Design",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MF1A",{"$f":"BC118*(BC16/3)","v":0.60020561259462635},"k-ft/ft",null,null,null,null,null,"Level 33",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC750","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MF2A",{"$f":"BC119*(BC13+BC14+BC17)","v":2.6614402654867257},"k-ft/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK135,BK137)","v":6.5616599999999998},{"$f":"BL135","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Sliding of the MSE Wall",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MF3A","-","k-ft/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MF4A","-","k-ft/ft",null,null,null,null,null,"Level 34",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC751","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str 1 (Max)",null,null,null,"Str 1 (Min)",null,null,null,"Critical",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MFs1A",{"$f":"BC122*(BC16*0.5)","v":1.2861548841313422},"k-ft/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK138,BK140)","v":6.5616599999999998},{"$f":"BL138","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Sliding Force",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC269*1.3558179483314,2)&\" kN/m\"","v":"38.82 kN/m"},null,null,null,{"$f":"ROUNDUP(BC277*1.3558179483314,2)&\" kN/m\"","v":"25.94 kN/m"},null,null,null,{"$f":"ROUNDUP(BC286*1.3558179483314,2)&\" kN/m\"","v":"38.82 kN/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MFs2A","-","k-ft/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Sliding Resistance",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC272*1.3558179483314,2)&\" kN/m\"","v":"70.52 kN/m"},null,null,null,{"$f":"ROUNDUP(BC280*1.3558179483314,2)&\" kN/m\"","v":"51.76 kN/m"},null,null,null,{"$f":"ROUNDUP(BC285*1.3558179483314,2)&\" kN/m\"","v":"51.76 kN/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MFAA","-","k-ft/ft",null,null,null,null,null,"Level 35",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC752","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Utilisation",null,null,null,null,null,null,null,{"$f":"BC274","v":0.55051737368967046},null,null,null,{"$f":"BC282","v":0.50100215166620754},null,null,null,{"$f":"BC288","v":0.74999927899957264},null,null,null,null,null,null,null,{"$f":"IF(MAX(P142:AA142)>1,\"Not Valid\",\"Valid\")","v":"Valid"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MV0B",{"$f":"BC110*(0.5*BC10+(BC11+BC12-BC10))","v":10.379334979965137},"k-ft/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK141,BK143)","v":6.5616599999999998},{"$f":"BL141","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MV1B",{"$f":"BC111*(BC12+BC11*0.5)","v":13.758182819446963},"k-ft/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Eccentricity of the MSE Wall",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MV2B",{"$f":"BC112*(BC12+BC6+(BC7+BC8+BC9)*0.5)","v":4.6939682560466114},"k-ft/ft",null,null,null,null,null,"Level 36",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC753","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MV3B",{"$f":"BC113*(BC12+BC9*0.5+BC6+BC7+BC8)","v":2.6302408331295664},"k-ft/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK144,BK146)","v":6.5616599999999998},{"$f":"BL144","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str 1 (Max)",null,null,null,"Str 1 (Min)",null,null,null,"Critical",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MV4B",{"$f":"BC114*(BC29*0.5)","v":256.27987604852188},"k-ft/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Total Overturning Moments",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC395*0.4133088,1)&\" kNm/m\"","v":"128.8 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC417*0.4133088,1)&\" kNm/m\"","v":"90.7 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC447*0.4133088,1)&\" kNm/m\"","v":"128.8 kNm/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MV5B",{"$f":"BC115*(BC29*0.5)","v":47.838910195724083},"k-ft/ft",null,null,null,null,null,"Level 37",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC754","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Total Resisting Moments",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC393*0.4133088,1)&\" kNm/m\"","v":"206.1 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC415*0.4133088,1)&\" kNm/m\"","v":"151.4 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC448*0.4133088,1)&\" kNm/m\"","v":"151.4 kNm/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MVsB",{"$f":"BC116*(BC29*0.5)","v":34.170650139802916},"k-ft/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK147,BK149)","v":6.5616599999999998},{"$f":"BL147","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Net Moment",null,null,null,null,null,null,null,{"$f":"ROUNDUP((BC393-BC395)*0.4133088,1)&\" kNm/m\"","v":"77.4 kNm/m"},null,null,null,{"$f":"ROUNDUP((BC415-BC417)*0.4133088,1)&\" kNm/m\"","v":"60.8 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC449*0.4133088,1)&\" kNm/m\"","v":"22.7 kNm/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MVs1B",{"$f":"BC117*((BC9+BC10)*0.5+BC6+BC7+BC8+BC12)","v":15.697142407971969},"k-ft/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Total Vertical Forces",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC392*1.3558179483314,2)&\" kN/m\"","v":"112.85 kN/m"},null,null,null,{"$f":"ROUNDUP(BC414*1.3558179483314,2)&\" kN/m\"","v":"82.84 kN/m"},null,null,null,{"$f":"ROUNDUP(BC450*1.3558179483314,2)&\" kN/m\"","v":"82.84 kN/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"DLB",{"$f":"BC34*(BC6+BC7+BC12)","v":69.68134513274336},"k-ft/ft",null,null,null,null,null,"Level 38",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC755","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Eccentricity of Resultant",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC398*0.3048,2)&\" m\"","v":"1.32 m"},null,null,null,{"$f":"ROUNDUP(BC420*0.3048,2)&\" m\"","v":"1.27 m"},null,null,null,{"$f":"ROUNDUP(BC452*0.3048,2)&\" m\"","v":"1.73 m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LLB",{"$f":"BC35*(BC6+BC7+BC12)","v":34.84067256637168},"k-ft/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK150,BK152)","v":6.5616599999999998},{"$f":"BL150","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Limiting Eccentricity",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC399*0.3048,2)&\" m\"","v":"1 m"},null,null,null,{"$f":"ROUNDUP(BC421*0.3048,2)&\" m\"","v":"1 m"},null,null,null,{"$f":"ROUNDUP(BC453*0.3048,2)&\" m\"","v":"1 m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MF1B",{"$f":"BC118*(BC16/3+BC68)","v":10.246367243579694},"k-ft/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Utilisation",null,null,null,null,null,null,null,{"$f":"BC400","v":1.3143596233723076},null,null,null,{"$f":"BC422","v":1.2669836485871739},null,null,null,{"$f":"BC455","v":1.7267726514806785},null,null,null,null,null,null,null,{"$f":"IF(MAX(P153:AA153)>1,\"Not Valid\",\"Valid\")","v":"Not Valid"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MF2B",{"$f":"BC119*(BC13+BC14+BC17+BC68)","v":20.80762389380531},"k-ft/ft",null,null,null,null,null,"Level 39",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC756","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MF3B",{"$f":"BC120*(BC68*0.5)","v":51.675865880277165},"k-ft/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK153,BK155)","v":6.5616599999999998},{"$f":"BL153","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Bearing Resistance at Base of MSE Wall",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MF4B",{"$f":"BC121*(BC68/3)","v":92.278331929066383},"k-ft/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MFs1B",{"$f":"BC122*(BC16*0.5+BC68)","v":15.066385785538584},"k-ft/ft",null,null,null,null,null,"Level 40",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC757","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str 1 (Max)",null,null,null,"Str 1 (Min)",null,null,null,"Ser 1",null,null,null,"Critical",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MFs2B",{"$f":"BC123*(BC68*0.5)","v":22.14679966297593},"k-ft/ft",null,null,null,null,null,null,{"$f":"AVERAGE(BK156,BK158)","v":6.5616599999999998},{"$f":"BL156","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Total Overturning Moment",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC616*0.4133088,1)&\" kNm/m\"","v":"128.8 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC643*0.4133088,1)&\" kNm/m\"","v":"90.7 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC670*0.4133088,1)&\" kNm/m\"","v":"85.9 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC684*0.4133088,1)&\" kNm/m\"","v":"128.8 kNm/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MFAB","-","k-ft/ft",null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Total Resisting Moment",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC615*0.4133088,1)&\" kNm/m\"","v":"194.5 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC642*0.4133088,1)&\" kNm/m\"","v":"150.5 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC669*0.4133088,1)&\" kNm/m\"","v":"139.9 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC685*0.4133088,1)&\" kNm/m\"","v":"150.5 kNm/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Level 41",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC758","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Net Moment",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC617*0.4133088,1)&\" kNm/m\"","v":"65.7 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC644*0.4133088,1)&\" kNm/m\"","v":"59.8 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC671*0.4133088,1)&\" kNm/m\"","v":"54 kNm/m"},null,null,null,{"$f":"ROUNDUP(BC686*0.4133088,1)&\" kNm/m\"","v":"21.7 kNm/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AVERAGE(BK159,BK161)","v":6.5616599999999998},{"$f":"BL159","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"},null,null,null,0,{"$f":"MAX(X102,X113,AB128,X128,T128,P128)","v":0.75265664022036016},{"$f":"X113","v":0.56329442274691954},{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"MAX(P128:AE128)","v":0.75265664022036016},null,0,1]
[null,null,null,null,null,null,null,"Total Vertical Forces",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC614*1.3558179483314,2)&\" kN/m\"","v":"97.19 kN/m"},null,null,null,{"$f":"ROUNDUP(BC641*1.3558179483314,2)&\" kN/m\"","v":"75.2 kN/m"},null,null,null,{"$f":"ROUNDUP(BC668*1.3558179483314,2)&\" kN/m\"","v":"69.9 kN/m"},null,null,null,{"$f":"ROUNDUP(BC687*1.3558179483314,2)&\" kN/m\"","v":"75.2 kN/m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Load Combinations",null,null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"},null,null,null,{"$f":"N13","v":1},{"$f":"BS160","v":0.75265664022036016},{"$f":"BT160","v":0.56329442274691954},{"$f":"BU160","v":{"$error":"#REF!"}},{"$f":"BV160","v":0.75265664022036016},null,200,1]
[null,null,null,null,null,null,null,"Eccentricity of Resultant",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC619*0.3048,2)&\" m\"","v":"1.33 m"},null,null,null,{"$f":"ROUNDUP(BC646*0.3048,2)&\" m\"","v":"1.21 m"},null,null,null,{"$f":"ROUNDUP(BC673*0.3048,2)&\" m\"","v":"1.23 m"},null,null,null,{"$f":"ROUNDUP(BC689*0.3048,2)&\" m\"","v":"1.72 m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Load Factors EV",null,null,null,null,null,null,null,"Level 42",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC759","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"},null,null,null,{"$f":"BR161","v":1},0,0,0,0]
[null,null,null,null,null,null,null,"Limiting Eccentricity",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC620*0.3048,2)&\" m\"","v":"1 m"},null,null,null,{"$f":"ROUNDUP(BC647*0.3048,2)&\" m\"","v":"1 m"},null,null,null,{"$f":"ROUNDUP(BC674*0.3048,2)&\" m\"","v":"0.67 m"},null,null,null,{"$f":"ROUNDUP(BC690*0.3048,2)&\" m\"","v":"1 m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Strength 1 (Max)",{"$f":"$N$54","v":1.35},null,null,null,null,null,null,null,{"$f":"AVERAGE(BK162,BK164)","v":6.5616599999999998},{"$f":"BL162","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Utilisation",null,null,null,null,null,null,null,{"$f":"BC621","v":1.3241759031850584},null,null,null,{"$f":"BC648","v":1.2049921007298183},null,null,null,{"$f":"BC675","v":1.8416795024950068},null,null,null,{"$f":"BC691","v":1.7114818128959934},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Strength 2 (Min)",{"$f":"$N$55","v":1},null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Effective Width of Footing",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC622*0.3048,2)&\" m\"","v":"1.36 m"},null,null,null,{"$f":"ROUNDUP(BC649*0.3048,2)&\" m\"","v":"1.6 m"},null,null,null,{"$f":"ROUNDUP(BC676*0.3048,2)&\" m\"","v":"1.55 m"},null,null,null,{"$f":"ROUNDUP(BC692*0.3048,2)&\" m\"","v":"0.58 m"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Service 1",{"$f":"$N$56","v":1},null,null,null,null,null,null,"Level 43",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC760","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Bearing Stress",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC624/0.020885434273039,2)&\" kN/m2\"","v":"849.35 kN/m2"},null,null,null,{"$f":"ROUNDUP(BC651/0.020885434273039,2)&\" kN/m2\"","v":"570.58 kN/m2"},null,null,null,{"$f":"ROUNDUP(BC678/0.020885434273039,2)&\" kN/m2\"","v":"542.37 kN/m2"},null,null,null,{"$f":"ROUNDUP(BC695/0.020885434273039,2)&\" kN/m2\"","v":"1478.05 kN/m2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Load Factors ES",null,null,null,null,null,null,null,null,{"$f":"AVERAGE(BK165,BK167)","v":6.5616599999999998},{"$f":"BL165","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Fac. Bearing Resistance",null,null,null,null,null,null,null,{"$f":"ROUNDUP(BC625/0.020885434273039,2)&\" kN/m2\"","v":"500 kN/m2"},null,null,null,{"$f":"ROUNDUP(BC652/0.020885434273039,2)&\" kN/m2\"","v":"500 kN/m2"},null,null,null,{"$f":"ROUNDUP(BC679/0.020885434273039,2)&\" kN/m2\"","v":"500 kN/m2"},null,null,null,{"$f":"ROUNDUP(BC696/0.020885434273039,2)&\" kN/m2\"","v":"500 kN/m2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Strength 1 (Max)",{"$f":"$N$58","v":1.5},null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},{"$f":"$BG$5/MAX($BE$6:$BF$26)*BK167","v":4.4943820224719087},{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Utilisation",null,null,null,null,null,null,null,{"$f":"BC627","v":1.6986816813058909},null,null,null,{"$f":"BC654","v":1.1411487789908648},null,null,null,{"$f":"BC681","v":1.0847210740297797},null,null,null,{"$f":"BC698","v":2.9560997885726357},null,null,null,{"$f":"IF(MAX(P168:AE168,P164:AE164)>1,\"Not Valid\",\"Valid\")","v":"Not Valid"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Strength 2 (Min)",{"$f":"$N$59","v":0.75},null,null,null,null,null,null,"Level 44",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC761","v":{"$error":"#VALUE!"}},0,{"$f":"IFERROR($BG$5/MAX($BE$6:$BF$26)*BL168,NA())","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Service 1",{"$f":"$N$60","v":1},null,null,null,null,null,null,null,{"$f":"AVERAGE(BK168,BK170)","v":6.5616599999999998},{"$f":"BL168","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,"Your Logo / Company Details Here",null,null,null,null,"Project:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"By:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Load Factors EH",null,null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,"Calculation:",null,null,null,null,null,"Miragrid MSE Wall Design with Bridge Abutment",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Strength 1 (Max)",{"$f":"$N$62","v":1.5},null,null,null,null,null,null,"Level 45",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC762","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,"FHWA NHI-10-025",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Approved:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Strength 2 (Min)",{"$f":"$N$63","v":0.9},null,null,null,null,null,null,null,{"$f":"AVERAGE(BK171,BK173)","v":6.5616599999999998},{"$f":"BL171","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,"Sheet Number:",null,null,null,null,null,5,null,null,null,null,null,null,"Date:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Service 1",{"$f":"$N$64","v":1},null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Load Factors LL",null,null,null,null,null,null,null,"Level 46",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC763","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Results - Design of Soil Reinforcements",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Strength 1 (Max)",{"$f":"$AB$54","v":1.75},null,null,null,null,null,null,null,{"$f":"AVERAGE(BK174,BK176)","v":6.5616599999999998},{"$f":"BL174","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Strength 2 (Min)",{"$f":"$AB$55","v":1.75},null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,null,null,null,"Z",null,null,"σH",null,null,"Tmax",null,null,"Geogrid Type",null,null,null,null,"Tr",null,null,"Le",null,null,"Req. Le",null,null,"Utilisation",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Service 1",{"$f":"$AB$56","v":1},null,null,null,null,null,null,"Level 47",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC764","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,"Level 1",null,null,{"$f":"IFERROR(BC718*0.3048,\"\")","v":0.29999909520000001},null,null,{"$f":"IFERROR(BC824*0.001/0.020885434273039,\"\")","v":93.192461831850622},null,null,{"$f":"IFERROR(BC928*0.001*1.3558179483314,\"\")","v":5.1947021482101379},null,null,{"$f":"IF(H178=\"\",\"\",IF(N178/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N178/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":"Miragrid 8XT"},null,null,null,null,{"$f":"IF(H178=\"\",\"\",VLOOKUP(Q178,$BM$6:$BU$14,9,FALSE)*1.3558179483314)","v":6.0323790389925191},null,null,{"$f":"IFERROR(BC1047*0.3048,\"\")","v":0.79999758719999925},null,null,{"$f":"IF(H178=\"\",\"\",BC1151*0.3048)","v":15.138476624602383},null,null,{"$f":"IF(H178=\"\",\"\",BC1203)","v":18.923152852982},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Load Factors DC",null,null,null,null,null,null,null,null,{"$f":"AVERAGE(BK177,BK179)","v":6.5616599999999998},{"$f":"BL177","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,"Level 2",null,null,{"$f":"IFERROR(BC719*0.3048,\"\")","v":0.89999728559999992},null,null,{"$f":"IFERROR(BC825*0.001/0.020885434273039,\"\")","v":89.661369093829123},null,null,{"$f":"IFERROR(BC929*0.001*1.3558179483314,\"\")","v":4.9978731915416672},null,null,{"$f":"IF(H179=\"\",\"\",IF(N179/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N179/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":"Miragrid 8XT"},null,null,null,null,{"$f":"IF(H179=\"\",\"\",VLOOKUP(Q179,$BM$6:$BU$14,9,FALSE)*1.3558179483314)","v":6.0323790389925191},null,null,{"$f":"IFERROR(BC1048*0.3048,\"\")","v":0.79999758719999925},null,null,{"$f":"IF(H179=\"\",\"\",BC1152*0.3048)","v":4.8549582712167343},null,null,6.0687161422688085,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Strength 1 (Max)",{"$f":"$AB$58","v":1.25},null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,"Level 3",null,null,1.4999954759999998,null,null,87.252358671869075,null,null,4.863590961326568,null,null,{"$f":"IF(H180=\"\",\"\",IF(N180/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N180/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":"Miragrid 8XT"},null,null,null,null,6.0323790389925191,null,null,0.79999758719999925,null,null,2.8347095166962899,null,null,3.5433975827574749,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Strength 2 (Min)",{"$f":"$AB$59","v":0.9},null,null,null,null,null,null,"Level 48",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC765","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,"Level 4",null,null,2.0999936664000001,null,null,85.680933130379017,null,null,4.7759970993803131,null,null,{"$f":"IF(H181=\"\",\"\",IF(N181/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N181/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":"Miragrid 7XT"},null,null,null,null,4.8095995040616044,null,null,0.79999758719999925,null,null,1.9883257536870509,null,null,2.4854146881195152,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Service 1",{"$f":"$AB$60","v":1},null,null,null,null,null,null,null,{"$f":"AVERAGE(BK180,BK182)","v":6.5616599999999998},{"$f":"BL180","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,"Level 5",null,null,2.6999918568000001,null,null,84.751276992677361,null,null,4.7241765267643743,null,null,{"$f":"IF(H182=\"\",\"\",IF(N182/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N182/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":"Miragrid 7XT"},null,null,null,null,4.8095995040616044,null,null,1.1199966220799995,null,null,1.5296960009655491,null,null,1.3658041201273243,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Load Factors FR",null,null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,"Level 6",null,null,3.2999900472000001,null,null,84.324200528120144,null,null,4.7003705773959767,null,null,{"$f":"IF(H183=\"\",\"\",IF(N183/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N183/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":"Miragrid 7XT"},null,null,null,null,4.8095995040616044,null,null,1.4799955363199997,null,null,1.2452625785885814,null,null,0.8413961718323284,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Strength 1 (Max)",{"$f":"$AB$62","v":1},null,null,null,null,null,null,"Level 49",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC766","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,"Level 7",null,null,3.8999882376000001,null,null,84.298051037653508,null,null,4.6989129614940941,null,null,{"$f":"IF(H184=\"\",\"\",IF(N184/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N184/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":"Miragrid 7XT"},null,null,null,null,4.8095995040616044,null,null,1.8399944505599997,null,null,1.0533569660764008,null,null,0.57247833859271324,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Strength 2 (Min)",{"$f":"$AB$63","v":1},null,null,null,null,null,null,null,{"$f":"AVERAGE(BK183,BK185)","v":6.5616599999999998},{"$f":"BL183","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,"Level 8",null,null,4.4999864280000006,null,null,84.596858248959734,null,null,4.715568970273794,null,null,{"$f":"IF(H185=\"\",\"\",IF(N185/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N185/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":"Miragrid 7XT"},null,null,null,null,4.8095995040616044,null,null,2.1999933647999996,null,null,0.91614531615043937,null,null,0.41643094511502116,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Service 1",{"$f":"$AB$64","v":1},null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,"Level 9",null,null,5.0999846184000006,null,null,85.356545245137013,null,null,4.7579151814741154,null,null,{"$f":"IF(H186=\"\",\"\",IF(N186/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N186/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":"Miragrid 7XT"},null,null,null,null,4.8095995040616044,null,null,2.5599922790399998,null,null,0.9144000000000001,null,null,0.3571885772807491,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Level 50",{"$f":"$BF$19","v":0},{"$f":"$BC$68-BC767","v":{"$error":"#VALUE!"}},0,{"$error":"#N/A"}]
[null,null,null,null,"Level 10",null,null,5.6999828088000006,null,null,86.341477766048115,null,null,4.8128169512272381,null,null,{"$f":"IF(H187=\"\",\"\",IF(N187/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N187/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":"Miragrid 8XT"},null,null,null,null,6.0323790389925191,null,null,2.9199911932799996,null,null,0.9144000000000001,null,null,0.31315162939682117,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resistance Factors",null,null,null,null,null,null,null,null,{"$f":"AVERAGE(BK186,BK188)","v":6.5616599999999998},{"$f":"BL186","v":{"$error":"#VALUE!"}},2.2471910112359543,{"$error":"#N/A"}]
[null,null,null,null,"Level 11",null,null,6.2999809992000007,null,null,87.513141788419475,null,null,4.8781274440970899,null,null,{"$f":"IF(H188=\"\",\"\",IF(N188/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N188/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":"Miragrid 8XT"},null,null,null,null,6.0323790389925191,null,null,3.2799901075200002,null,null,0.9144000000000001,null,null,0.27878132860936516,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sliding of Spread Footing on MSE Wall, φs",{"$f":"$V$68","v":0.8},null,null,null,null,null,null,null,{"$f":"$BC$29","v":13.12332},{"$error":"#VALUE!"},4.4943820224719087,{"$error":"#N/A"}]
[null,null,null,null,"Level 12",null,null,6.8999791896000007,null,null,88.843290679149177,null,null,3.3015147639856353,null,null,{"$f":"IF(H189=\"\",\"\",IF(N189/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N189/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":"Miragrid 5XT"},null,null,null,null,3.831375876116871,null,null,3.6399890217599999,null,null,0.9144000000000001,null,null,0.25120954885679059,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sliding of MSE Wall on Foundation Soil, φs",{"$f":"$V$69","v":1}]
[null,null,null,null,"Level 13",null,null,7.2999779832000016,null,null,89.806649866670838,null,null,2.5029856912016215,null,null,{"$f":"IF(H190=\"\",\"\",IF(N190/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N190/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":"Miragrid 3XT"},null,null,null,null,2.8531522481721372,null,null,3.8799882979200002,null,null,0.9144000000000001,null,null,0.23567081387595815,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bearing Resistance, φb",{"$f":"$V$70","v":0.65}]
[null,null,null,null,"Level 14",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H191=\"\",\"\",IF(N191/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N191/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Tensile Resistance & Connectors, φt",{"$f":"$V$71","v":0.9},null,null,null,{"$f":"Y26","v":4},0,0,0]
[null,null,null,null,"Level 15",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H192=\"\",\"\",IF(N192/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N192/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Pullout Resistance, φp",{"$f":"$V$72","v":0.9},null,null,null,{"$f":"BG191","v":4},{"$f":"X142","v":0.74999927899957264},{"$f":"MAX(X153,X142,AB168,X168,T168,P168)","v":2.9560997885726357},{"$f":"MAX(P168:AE168)","v":2.9560997885726357}]
[null,null,null,null,"Level 16",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H193=\"\",\"\",IF(N193/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N193/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,{"$f":"BH192","v":0.74999927899957264},{"$f":"BI192","v":2.9560997885726357},{"$f":"BJ192","v":2.9560997885726357}]
[null,null,null,null,"Level 17",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H194=\"\",\"\",IF(N194/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N194/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sliding Stability"]
[null,null,null,null,"Level 18",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H195=\"\",\"\",IF(N195/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N195/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Resistance against failure by sliding"]
[null,null,null,null,"Level 19",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H196=\"\",\"\",IF(N196/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N196/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Maximum Sliding Load Factor, γLS",null,null,"Not required for slopes, no surcharge loads"]
[null,null,null,null,"Level 20",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H197=\"\",\"\",IF(N197/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N197/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Driving Force, Pd",{"$f":"IF(OR(BC26=0,BC30=\"Yes\"),BC171*BC85+BC196*BC89,BC171*BC94)","v":16.875912240938977},"k/lft"]
[null,null,null,null,"Level 21",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H198=\"\",\"\",IF(N198/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N198/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"μ",{"$f":"TAN(RADIANS(BC45))","v":0.62486935190932746}]
[null,null,null,null,"Level 22",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H199=\"\",\"\",IF(N199/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N199/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Sliding Resistance, Rr",{"$f":"IF(BC26=0,BC164*BC91*BC198,(BC164*(BC91+BC92)+BC171*BC86+BC196*(BC90))*BC198)","v":24.405629071582901},"k/lft"]
[null,null,null,null,"Level 23",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H200=\"\",\"\",IF(N200/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N200/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC197/BC199","v":0.69147622425306488}]
[null,null,null,null,"Level 24",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H201=\"\",\"\",IF(N201/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N201/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC200>1,\"Not Valid\",\"Valid\")","v":"Valid"}]
[null,null,null,null,"Level 25",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H202=\"\",\"\",IF(N202/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N202/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,""]
[null,null,null,null,"Level 26",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H203=\"\",\"\",IF(N203/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N203/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str1"]
[null,null,null,null,"Level 27",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H204=\"\",\"\",IF(N204/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N204/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lateral Load on MSE Wall, Hm",{"$f":"(BC100+BC88)*BC171","v":19.576058199489214},"k/ft"]
[null,null,null,null,"Level 28",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H205=\"\",\"\",IF(N205/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N205/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at Base of MSE Wall, VA1",{"$f":"(BC91+BC92)*BC163","v":52.727180723399961},"k/ft"]
[null,null,null,null,"Level 29",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H206=\"\",\"\",IF(N206/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N206/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at Base of MSE Wall, VA2",{"$f":"BC98*BC171","v":0},"k/ft"]
[null,null,null,null,"Level 30",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H207=\"\",\"\",IF(N207/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N207/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Vertical Load at Base of MSE Wall, VA",{"$f":"BC206+BC205","v":52.727180723399961},"k/ft"]
[null,null,null,null,"Level 31",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H208=\"\",\"\",IF(N208/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N208/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Sliding Resistance at Base of MSE Wall, VNm1",{"$f":"TAN(RADIANS(MIN(BC45,BC53)))*(BC91+BC92)*BC163","v":32.947599246636919},"k/ft"]
[null,null,null,null,"Level 32",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H209=\"\",\"\",IF(N209/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N209/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Sliding Resistance at Base of MSE Wall, VNm2",{"$f":"TAN(RADIANS(MIN(BC45,BC53)))*BC98*BC171","v":0},"k/ft"]
[null,null,null,null,"Level 33",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H210=\"\",\"\",IF(N210/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N210/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H210=\"\",\"\",BC1235)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Sliding Resistance at Base of MSE Wall, VNm",{"$f":"BC209+BC208","v":32.947599246636919},"k/ft"]
[null,null,null,null,"Level 34",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H211=\"\",\"\",IF(N211/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N211/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Sliding Resistance at Base of MSE Wall, VFm1",{"$f":"BC208*BC189","v":32.947599246636919},"k/ft"]
[null,null,null,null,"Level 35",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H212=\"\",\"\",IF(N212/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N212/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Sliding Resistance at Base of MSE Wall, VFm2",{"$f":"BC209*BC189","v":0},"k/ft"]
[null,null,null,null,"Level 36",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H213=\"\",\"\",IF(N213/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N213/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Sliding Resistance at Base of MSE Wall, VFm",{"$f":"SUM(BC211:BC212)","v":32.947599246636919},"k/ft"]
[null,null,null,null,"Level 37",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H214=\"\",\"\",IF(N214/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N214/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC204/BC213","v":0.59415734824707789}]
[null,null,null,null,"Level 38",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H215=\"\",\"\",IF(N215/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N215/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str2"]
[null,null,null,null,"Level 39",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H216=\"\",\"\",IF(N216/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N216/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lateral Load on MSE Wall, Hm",{"$f":"(BC100+BC88)*BC172","v":11.745634919693529},"k/ft"]
[null,null,null,null,"Level 40",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H217=\"\",\"\",IF(N217/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N217/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at Base of MSE Wall, VA1",{"$f":"(BC91+BC92)*BC164","v":39.05717090622219},"k/ft"]
[null,null,null,null,"Level 41",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H218=\"\",\"\",IF(N218/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N218/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at Base of MSE Wall, VA2",{"$f":"BC98*BC172","v":0},"k/ft"]
[null,null,null,null,"Level 42",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H219=\"\",\"\",IF(N219/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N219/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Vertical Load at Base of MSE Wall, VA",{"$f":"BC218+BC217","v":39.05717090622219},"k/ft"]
[null,null,null,null,"Level 43",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H220=\"\",\"\",IF(N220/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N220/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Sliding Resistance at Base of MSE Wall, VNm1",{"$f":"TAN(RADIANS(MIN(BC45,BC53)))*(BC91+BC92)*BC164","v":24.405629071582901},"k/ft"]
[null,null,null,null,"Level 44",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H221=\"\",\"\",IF(N221/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N221/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Sliding Resistance at Base of MSE Wall, VNm2",{"$f":"TAN(RADIANS(MIN(BC45,BC53)))*BC98*BC172","v":0},"k/ft"]
[null,null,null,null,"Level 45",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H222=\"\",\"\",IF(N222/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N222/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Sliding Resistance at Base of MSE Wall, VNm",{"$f":"BC221+BC220","v":24.405629071582901},"k/ft"]
[null,null,null,null,"Level 46",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H223=\"\",\"\",IF(N223/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N223/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Sliding Resistance at Base of MSE Wall, VFm1",{"$f":"BC220*BC189","v":24.405629071582901},"k/ft"]
[null,null,null,null,"Level 47",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H224=\"\",\"\",IF(N224/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N224/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Sliding Resistance at Base of MSE Wall, VFm2",{"$f":"BC221*BC189","v":0},"k/ft"]
[null,null,null,null,"Level 48",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H225=\"\",\"\",IF(N225/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N225/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Sliding Resistance at Base of MSE Wall, VFm",{"$f":"SUM(BC223:BC224)","v":24.405629071582901},"k/ft"]
[null,null,null,null,"Level 49",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H226=\"\",\"\",IF(N226/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N226/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC216/BC225","v":0.48126745208013322}]
[null,null,null,null,"Level 50",null,null,"",null,null,"",null,null,"",null,null,{"$f":"IF(H227=\"\",\"\",IF(N227/1.3558179483314<$BU$6,$BV$6,INDEX($BV$6:$BV$14,MATCH(N227/1.3558179483314,$BU$6:$BU$14,1)+1)))","v":""},null,null,null,null,"",null,null,"",null,null,"",null,null,"",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC214>1,\"Not Valid\",\"Valid\")","v":"Valid"},{"$f":"IF(BC226>1,\"Not Valid\",\"Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Minimum VF",{"$f":"BC223+BC212","v":24.405629071582901}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Maximum Hm",{"$f":"BC204","v":19.576058199489214}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC228>=BC229,\"Valid\",\"Not Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC229/BC228","v":0.80211242013355533}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Chosen Horizontal Force",{"$f":"IF(BC30=\"Yes\",BC197,BC229)","v":19.576058199489214},"k/lft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Chosen Resistance",{"$f":"IF(BC30=\"Yes\",BC199,BC228)","v":24.405629071582901},"k/lft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC233/BC234","v":0.80211242013355533}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC235>1,\"Not Valid\",\"Valid\")","v":"Valid"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sliding of Abutment Footing","STR1"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Horizontal Forces on Footing that Contribute to Sliding, FA",{"$f":"BC118*BC171+BC119*BC183+BC122*BC175","v":2.3055478909202387},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Vertical Forces from the Footing, VA",{"$f":"BC110*BC163+BC111*BC179+BC112*BC179+BC113*BC179+BC34*BC179","v":28.536464575939213},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Sliding Resistance, VN",{"$f":"BC240*TAN(RADIANS(MIN(BC60,BC53)))","v":17.831562125350619},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Sliding Resistance, VF",{"$f":"BC241*BC188","v":14.265249700280496},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC242>=BC239,\"Valid\",\"Not Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC239/BC242","v":0.16161987622795732},null,null,null,null,null,{"$f":"X79","v":0.6},0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BI244","v":0.6},{"$f":"MAX(AE178:AG227)","v":18.923152852982},{"$f":"MAX(Q178:S227)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"STR2",null,null,null,null,null,0,{"$f":"BJ245","v":18.923152852982},{"$f":"BK245","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Horizontal Forces on Footing that Contribute to Sliding, FA",{"$f":"BC118*BC172+BC119*BC184+BC122*BC176","v":2.0703351763087516},"k/ft",null,null,null,null,{"$f":"Y26","v":4}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Vertical Forces from the Footing, VA",{"$f":"BC110*BC164+BC111*BC180+BC112*BC180+BC113*BC180+BC34*BC180","v":20.57906251823746},"k/ft",null,null,null,null,{"$f":"BI247","v":4}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Sliding Resistance, VN",{"$f":"BC248*TAN(RADIANS(MIN(BC60,BC53)))","v":12.859225458672574},"k/ft",null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Sliding Resistance, VF",{"$f":"BC249*BC188","v":10.287380366938059},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC250>=BC247,\"Valid\",\"Not Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC247/BC250","v":0.20124998808855818}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ser1"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Horizontal Forces on Footing that Contribute to Sliding, FA",{"$f":"BC118*BC173+BC119*BC185+BC122*BC177","v":1.6895145907472962},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Vertical Forces from the Footing, VA",{"$f":"BC110*BC165+BC111*BC177+BC112*BC177+BC113*BC177+BC34*BC177","v":22.735434450576438},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Sliding Resistance, VN",{"$f":"BC256*TAN(RADIANS(MIN(BC60,BC53)))","v":14.206676190508695},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Sliding Resistance, VF",{"$f":"BC257*BC188","v":11.365340952406957},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC258>=BC255,\"Valid\",\"Not Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC255/BC258","v":0.14865498517134149}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Critical Vaues based on Max/Min"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Minimum VF",{"$f":"BC250","v":10.287380366938059},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Maximum FA",{"$f":"BC239","v":2.3055478909202387},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC263>=BC264,\"Valid\",\"Not Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC264/BC263","v":0.22411418735229122}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sliding Resistance at Base of MSE Wall","Str1"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lateral Load on Wall, Hm",{"$f":"BC118*BC171+BC119*BC183+BC120*BC171+BC121*BC171+BC122*BC175+BC123*BC175","v":28.631970986785042}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at base of MSE Wall without LL surcharge",{"$f":"BC114*BC163+BC115*BC163+BC389","v":83.232126713012775}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Sliding Resistance at base of MSE Wall, VNm",{"$f":"TAN(RADIANS(MIN(BC45,BC53)))*(BC270)","v":52.009205077195318}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Sliding Resistance at base of MSE Wall, VFm",{"$f":"BC271*BC189","v":52.009205077195318}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC272>=BC269,\"Valid\",\"Not Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC269/BC272","v":0.55051737368967046}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lateral Load on Wall, Hm",{"$f":"BC118*BC172+BC119*BC184+BC120*BC172+BC121*BC172+BC122*BC176+BC123*BC176","v":19.126257147817746}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at base of MSE Wall without LL surcharge",{"$f":"BC114*BC164+BC115*BC164+BC411","v":61.094367804958608}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Sliding Resistance at base of MSE Wall, VNm",{"$f":"TAN(RADIANS(MIN(BC45,BC53)))*(BC278)","v":38.175998015594566}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Sliding Resistance at base of MSE Wall, VFm",{"$f":"BC279*BC189","v":38.175998015594566}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC280>=BC277,\"Valid\",\"Not Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC277/BC280","v":0.50100215166620754}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Critical Values"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Minimum VFm",{"$f":"BC280","v":38.175998015594566}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Maximum Hm",{"$f":"BC269","v":28.631970986785042}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC286>=BC283,\"Valid\",\"Not Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC286/BC285","v":0.74999927899957264}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity Limit Check"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"e",{"$f":"(BC171*BC85*(BC72/3)+BC196*BC89*(BC72/2)-BC164*BC91*0-BC164*BC92*(BC29/6)-(BC171*BC86+BC196*BC90)*(BC29/2))/(BC164*BC91+BC164*BC92+BC171*BC86+BC196*BC90)","v":3.543971431672444},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"L/4",{"$f":"BC29/4","v":3.2808299999999999},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC291/BC292","v":1.0802057502743039}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC293>1,\"Not Valid\",\"Valid\")","v":"Not Valid"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str1"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at Base of MSE Wall, VA1",{"$f":"(BC91+BC92)*BC163","v":52.727180723399961},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at Base of MSE Wall, VA2",{"$f":"BC98*BC171","v":0},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Vertical Load at Base of MSE Wall, VA",{"$f":"BC298+BC297","v":52.727180723399961},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting Moments About Point A, MRA1",{"$f":"(BC96+BC97)*BC163","v":345.97783266550459},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting Moments About Point A, MRA2",{"$f":"BC99*BC171","v":0},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Resisting Moment @ Point A, MRA",{"$f":"SUM(BC300:BC301)","v":345.97783266550459},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about Point A, MOA",{"$f":"(BC101+BC105)*BC171","v":171.63769738806346},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Moment at Point A, MA",{"$f":"BC302-BC303","v":174.34013527744114},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of the Resultant Force on Base od MSE Wall from Point A, a",{"$f":"BC304/BC299","v":3.3064566109082745},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity of Base of MSE Wall, eL",{"$f":"BC29*0.5-BC305","v":3.2552033890917254},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity, e",{"$f":"BC29/4","v":3.2808299999999999},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC307>=BC306,\"Valid\",\"Not Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Calculated eL/L",{"$f":"BC306/BC29","v":0.24804724635928449}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at Base of MSE Wall, VA1",{"$f":"(BC91+BC92)*BC164","v":39.05717090622219},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at Base of MSE Wall, VA2",{"$f":"BC98*BC172","v":0},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Vertical Load at Base of MSE Wall, VA",{"$f":"BC312+BC311","v":39.05717090622219},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting Moments About Point A, MRA1",{"$f":"(BC96+BC97)*BC164","v":256.27987604852188},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting Moments About Point A, MRA2",{"$f":"BC99*BC172","v":0},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Resisting Moment @ Point A, MRA",{"$f":"SUM(BC314:BC315)","v":256.27987604852188},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about Point A, MOA",{"$f":"(BC101+BC105)*BC172","v":102.98261843283808},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Moment at Point A, MA",{"$f":"BC316-BC317","v":153.2972576156838},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of the Resultant Force on Base od MSE Wall from Point A, a",{"$f":"BC318/BC313","v":3.9249452548357016},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity of Base of MSE Wall, eL",{"$f":"BC29*0.5-BC319","v":2.6367147451642983},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity, e",{"$f":"BC29/4","v":3.2808299999999999},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC321>=BC320,\"Valid\",\"Not Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Calculated eL/L",{"$f":"BC320/BC29","v":0.20091826955102049}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Critical Values"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about Point A, MOA-C",{"$f":"BC303","v":171.63769738806346},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting Moments about Point A, MRA-C",{"$f":"BC314+BC301","v":256.27987604852188},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Moment about Point A, MA-C",{"$f":"BC327-BC326","v":84.642178660458427},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Force, VA-C",{"$f":"BC311+BC298","v":39.05717090622219},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of Resultant from Point A, anl",{"$f":"BC328/BC329","v":2.1671354247261698},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity from Centre of Wall Base, eL",{"$f":"0.5*BC29-BC330","v":4.39452457527383},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity, e",{"$f":"BC321","v":3.2808299999999999}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC332>=BC331,\"Valid\",\"Not Valid\")","v":"Not Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Effective Width of Base of MSE Wall, B'",{"$f":"BC29-2*BC331","v":4.3342708494523396},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC331/BC332","v":1.3394551303401365}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Chosen Eccentricity",{"$f":"IF(BC30=\"Yes\",BC291,BC331)","v":4.39452457527383},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC337/BC332","v":1.3394551303401365}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity of Abutment Footing","Str1 Max"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Overturning Moments About Point A, MOA",{"$f":"BC135*BC171+BC136*BC183+BC139*BC175","v":5.8125197316085142},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Resisting Moments About Point A, MRA",{"$f":"BC125*BC163+BC126*BC179+BC127*BC179+BC128*BC179+BC133*BC179","v":108.74211570972533},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Moment at Point A, MA",{"$f":"BC342-BC341","v":102.92959597811681},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Vertical Forces from the Footing, VA",{"$f":"BC110*BC163+BC111*BC179+BC112*BC179+BC113*BC179+BC34*BC179","v":28.536464575939213},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of Resultant from Point A, anl",{"$f":"BC343/BC344","v":3.6069498274464897},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity from Centre of Footing, ef",{"$f":"0.5*BC11-BC345","v":1.3142951725535101},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity",{"$f":"BC11/4","v":2.4606224999999999},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BC346/BC347","v":0.53413116906535241}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str2 Min"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Overturning Moments About Point A, MOA",{"$f":"BC135*BC172+BC136*BC184+BC139*BC176","v":5.4523963640517383},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Resisting Moments About Point A, MRA",{"$f":"BC125*BC164+BC126*BC180+BC127*BC180+BC128*BC180+BC133*BC180","v":78.563417180853193},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Moment at Point A, MA",{"$f":"BC352-BC351","v":73.111020816801457},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Vertical Forces from the Footing, VA",{"$f":"BC110*BC164+BC111*BC180+BC112*BC180+BC113*BC180+BC34*BC180","v":20.57906251823746},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of Resultant from Point A, anl",{"$f":"BC353/BC354","v":3.5526895723266998},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity from Centre of Footing, ef",{"$f":"0.5*BC11-BC355","v":1.3685554276733001},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity",{"$f":"BC11/4","v":2.4606224999999999},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BC356/BC357","v":0.5561826032531606}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ser 1"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Overturning Moments About Point A, MOA",{"$f":"BC135*BC173+BC136*BC185+BC139*BC177","v":4.5478007622126944},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Resisting Moments About Point A, MRA",{"$f":"BC125*BC165+BC126*BC181+BC127*BC181+BC128*BC181+BC133*BC181","v":86.224852939634701},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Moment at Point A, MA",{"$f":"BC362-BC361","v":81.677052177422013},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Vertical Forces from the Footing, VA",{"$f":"BC110*BC165+BC111*BC181+BC112*BC181+BC113*BC181+BC34*BC181","v":22.735434450576438},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of Resultant from Point A, anl",{"$f":"BC363/BC364","v":3.5925001721421319},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity from Centre of Footing, ef",{"$f":"0.5*BC11-BC365","v":1.328744827857868},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity",{"$f":"BC11/6","v":1.640415},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BC366/BC367","v":0.81000529003811106}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Critical Values Based on Max/Min"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about Poin A, MOA-C",{"$f":"BC341","v":5.8125197316085142},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting Moments About Point A, MRA-C",{"$f":"BC352","v":78.563417180853193},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Moment at Point A, MA-C",{"$f":"BC372-BC371","v":72.750897449244675},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Force, VA-C",{"$f":"BC354","v":20.57906251823746},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of Resultant from Point A, anl",{"$f":"BC373/BC374","v":3.5351900692644178},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity from Centre of Footing, ef",{"$f":"0.5*BC11-BC375","v":1.3860549307355821},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity, e",{"$f":"BC11/4","v":2.4606224999999999},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BC376/BC377","v":0.56329442274691954}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity of MSE Wall","Str1"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Soil Weight in Block CDMJ in the Abutment Footing Area",{"$f":"BC16*(BC11+BC12)*BC61*0.001","v":5.8325375219958469},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Soil Weight in Block CDMJ in the Abutment Footing Area",{"$f":"BC381*BC163","v":7.8739256546943936},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored LL Weight on Block CDMJ in the abutment footing area",{"$f":"(BC11+BC12)*BC61*BC83*0.001","v":4.1660982299970337},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored LL Weight on Block CDMJ in the abutment footing area",{"$f":"BC383*BC175","v":7.2906719024948092},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical weight due to soil weight and LL in block CDMJ",{"$f":"SUM(BC384,BC382)","v":15.164597557189204},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Weight from abutment footing including soil on heel and LL, Vab",{"$f":"BC110*BC163+BC111*BC179+BC112*BC179+BC113*BC179+BC117*BC175+BC34*BC179+BC35*BC175","v":47.440692693950467},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Weight from abutment footing including soil on heel and no LL, VA",{"$f":"BC110*BC163+BC111*BC179+BC112*BC179+BC113*BC179+BC34*BC179","v":28.536464575939213},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Load P on base of spread footing from the bridge with no LL, PwL",{"$f":"BC386-BC385","v":32.276095136761263},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Load P on base of spread footing from the bridge with no LL, PnL",{"$f":"BC387-BC382","v":20.662538921244821},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Moment arm of net load PnL from point B, Lp",{"$f":"BC343/BC344+BC12","v":4.26311582744649},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting moment at point B due to net load P, MPnL",{"$f":"BC389*BC390","v":88.086796710387915},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at base of MSE wall without LL, VB",{"$f":"BC114*BC163+BC115*BC163+BC389","v":83.232126713012775},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting moments about point B without LL surcharge, MRB",{"$f":"BC146*BC163+BC147*BC163+BC391","v":498.64715814012004},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FA",{"$f":"BC118*BC171+BC119*BC183+BC122*BC175","v":2.3055478909202387}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about point B, MOB",{"$f":"BC157*BC175+BC154*BC171+BC155*BC171+BC394*BC68","v":311.41902627648204},"k-ft/ft"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of the resultant force on base of MSE wall from point B, b",{"$f":"(BC393-BC395)/BC392","v":2.2494695168514318},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity at base of MSE Wall, eL",{"$f":"BC29/2-BC397","v":4.3121904831485676},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity, e",{"$f":"BC29/4","v":3.2808299999999999},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BC398/BC399","v":1.3143596233723076}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Soil Weight in Block CDMJ in the Abutment Footing Area",{"$f":"BC16*(BC11+BC12)*BC61*0.001","v":5.8325375219958469},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Soil Weight in Block CDMJ in the Abutment Footing Area",{"$f":"BC381*BC164","v":5.8325375219958469},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored LL Weight on Block CDMJ in the abutment footing area",{"$f":"(BC11+BC12)*BC61*BC83*0.001","v":4.1660982299970337},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored LL Weight on Block CDMJ in the abutment footing area",{"$f":"BC405*BC176","v":7.2906719024948092},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical weight due to soil weight and LL in block CDMJ",{"$f":"SUM(BC406,BC404)","v":13.123209424490657},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Weight from abutment footing including soil on heel and LL, Vab",{"$f":"BC110*BC164+BC111*BC180+BC112*BC180+BC113*BC180+BC117*BC176+BC34*BC180+BC35*BC176","v":39.483290636248718},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Weight from abutment footing including soil on heel and no LL, VA",{"$f":"BC110*BC164+BC111*BC180+BC112*BC180+BC113*BC180+BC34*BC180","v":20.57906251823746},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Load P on base of spread footing from the bridge with no LL, PwL",{"$f":"BC408-BC407","v":26.360081211758061},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Load P on base of spread footing from the bridge with no LL, PnL",{"$f":"BC409-BC404","v":14.746524996241615},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Moment arm of net load PnL from point B, Lp",{"$f":"BC353/BC354+BC12","v":4.2088555723266996},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting moment at point B due to net load P, MPnL",{"$f":"BC411*BC412","v":62.065993902886483},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at base of MSE wall without LL, VB",{"$f":"BC114*BC164+BC115*BC164+BC411","v":61.094367804958608},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting moments about point B without LL surcharge, MRB",{"$f":"BC146*BC164+BC147*BC164+BC413","v":366.18478014713241},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FA",{"$f":"BC118*BC172+BC119*BC184+BC122*BC176","v":2.0703351763087516}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about point B, MOB",{"$f":"BC157*BC176+BC154*BC172+BC155*BC172+BC416*BC68","v":219.25881061228489},"k-ft/ft"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of the resultant force on base of MSE wall from point B, b",{"$f":"(BC415-BC417)/BC414","v":2.4049020362057427},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity at base of MSE Wall, eL",{"$f":"BC29/2-BC419","v":4.1567579637942575},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity, e",{"$f":"BC29/4","v":3.2808299999999999},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BC420/BC421","v":1.2669836485871739}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ser1"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored Soil Weight in Block CDMJ in the Abutment Footing Area",{"$f":"BC16*(BC11+BC12)*BC61*0.001","v":5.8325375219958469},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Soil Weight in Block CDMJ in the Abutment Footing Area",{"$f":"BC381*BC164","v":5.8325375219958469},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unfactored LL Weight on Block CDMJ in the abutment footing area",{"$f":"(BC11+BC12)*BC61*BC83*0.001","v":4.1660982299970337},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored LL Weight on Block CDMJ in the abutment footing area",{"$f":"BC427*BC177","v":4.1660982299970337},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical weight due to soil weight and LL in block CDMJ",{"$f":"SUM(BC428,BC426)","v":9.9986357519928806},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Weight from abutment footing including soil on heel and LL, Vab",{"$f":"BC110*BC165+BC111*BC181+BC112*BC181+BC113*BC181+BC117*BC177+BC34*BC181+BC35*BC177","v":33.537850518011439},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Weight from abutment footing including soil on heel and no LL, VA",{"$f":"BC110*BC165+BC111*BC181+BC112*BC181+BC113*BC181+BC34*BC181","v":22.735434450576438},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Load P on base of spread footing from the bridge with no LL, PwL",{"$f":"BC430-BC429","v":23.53921476601856},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Load P on base of spread footing from the bridge with no LL, PnL",{"$f":"BC431-BC426","v":16.902896928580592},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Moment arm of net load PnL from point B, Lp",{"$f":"BC363/BC364+BC12","v":4.2486661721421317},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting moment at point B due to net load P, MPnL",{"$f":"BC433*BC434","v":71.814766391665501},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at base of MSE wall without LL, VB",{"$f":"BC114*BC164+BC115*BC164+BC433","v":63.250739737297593},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting moments about point B without LL surcharge, MRB",{"$f":"BC146*BC165+BC147*BC165+BC435","v":375.93355263591144},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FA",{"$f":"BC118*BC173+BC119*BC185+BC122*BC177","v":1.6895145907472962}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about point B, MOB",{"$f":"BC157*BC177+BC154*BC173+BC155*BC173+BC438*BC68","v":207.67357363303037},"k-ft/ft"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of the resultant force on base of MSE wall from point B, b",{"$f":"(BC437-BC439)/BC436","v":2.6602057098734893},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity at base of MSE Wall, eL",{"$f":"BC29/2-BC441","v":3.9014542901265106},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity, e",{"$f":"BC29/6","v":2.1872199999999999},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BC442/BC443","v":1.783750281236689}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Critical Values"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about point B, MOB-C",{"$f":"BC395","v":311.41902627648204},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting Moments abut Point B, MRB-C",{"$f":"BC415","v":366.18478014713241},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Moment about Point A, MB-C",{"$f":"BC448-BC447","v":54.765753870650371},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Force, VB-C",{"$f":"BC414","v":61.094367804958608},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of Resultant from Point B, b",{"$f":"BC449/BC450","v":0.89641248184264566},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity from centre  of footing, eL",{"$f":"BC29/2-BC451","v":5.6652475181573543},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity, e",{"$f":"BC399","v":3.2808299999999999},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC453>=BC452,\"Valid\",\"Not Valid\")","v":"Not Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC452/BC453","v":1.7267726514806785}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bearing on Foundation"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"eB",{"$f":"(BC171*BC85*(BC72/3)+BC196*BC89*(BC72/2)-BC163*BC91*0-BC163*BC92*(BC29/6)-(BC171*BC86+BC196*BC90)*(BC29/2))/(BC163*BC91+BC163*BC92+BC171*BC86+BC196*BC90)","v":2.6251640234610694},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Vertical Stress at Base, qV-F",{"$f":"(BC163*BC91+BC163*BC92+BC171*BC86+BC196*BC90)/(BC29-2*BC458)","v":6.6972227378927833},"ksf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Bearing Resistance, qR",{"$f":"BC49","v":10.4427171365195},"ksf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC459/BC460","v":0.64132951705373209}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC461>1,\"Not Valid\",\"Valid\")","v":"Valid"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str1"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at base of MSE Wall, VAb1",{"$f":"BC297+BC103*BC175","v":52.727180723399961},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at base of MSE Wall, VAb2",{"$f":"BC298","v":0},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Vertical Load at base of MSE Wall, ΣV",{"$f":"SUM(BC465:BC466)","v":52.727180723399961},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting Moments About Point A, MRA1",{"$f":"BC300+BC104*BC175","v":345.97783266550459},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting Moments About Point A, MRA2",{"$f":"BC301","v":0},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Resisting Moment @ Point A, MRA",{"$f":"SUM(BC468:BC469)","v":345.97783266550459},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about Point A, MOA",{"$f":"(BC101+BC105)*BC171","v":171.63769738806346},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Moment at Point A, MA",{"$f":"BC470-BC471","v":174.34013527744114},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of the Resultant Force on Base od MSE Wall from Point A, a",{"$f":"BC472/BC467","v":3.3064566109082745},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity of Base of MSE Wall, eL",{"$f":"BC29*0.5-BC473","v":3.2552033890917254},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity, e",{"$f":"BC29/4","v":3.2808299999999999},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC475>=BC474,\"Valid\",\"Not Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Effective Width of Base of MSE Wall, B'",{"$f":"BC29-2*BC474","v":6.6129132218165489},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bearing Stress Due to MSE Wall, σV",{"$f":"BC467/BC477","v":7.9733664959413986},"ksf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Allowable Factored Bearing Resistance",{"$f":"BC49","v":10.4427171365195},"ksf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC479>=BC478,\"Valid\",\"Not Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC478/BC479","v":0.76353370408334909}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at base of MSE Wall, VAb1",{"$f":"BC311+BC103*BC176","v":39.05717090622219},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at base of MSE Wall, VAb2",{"$f":"BC312","v":0},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Vertical Load at base of MSE Wall, ΣV",{"$f":"SUM(BC484:BC485)","v":39.05717090622219},"k/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting Moments About Point A, MRA1",{"$f":"BC314+BC104*BC176","v":256.27987604852188},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting Moments About Point A, MRA2",{"$f":"BC315","v":0},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Resisting Moment @ Point A, MRA",{"$f":"SUM(BC487:BC488)","v":256.27987604852188},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about Point A, MOA",{"$f":"(BC101+BC105)*BC172","v":102.98261843283808},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Moment at Point A, MA",{"$f":"BC489-BC490","v":153.2972576156838},"k-ft/ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of the Resultant Force on Base od MSE Wall from Point A, a",{"$f":"BC491/BC486","v":3.9249452548357016},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity of Base of MSE Wall, eL",{"$f":"BC29*0.5-BC492","v":2.6367147451642983},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity, e",{"$f":"BC29/4","v":3.2808299999999999},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC494>=BC493,\"Valid\",\"Not Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Effective Width of Base of MSE Wall, B'",{"$f":"BC29-2*BC493","v":7.8498905096714031},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bearing Stress Due to MSE Wall, σV",{"$f":"BC486/BC496","v":4.9755051816457918},"ksf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Allowable Factored Bearing Resistance",{"$f":"BC49","v":10.4427171365195},"ksf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC498>=BC497,\"Valid\",\"Not Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC497/BC498","v":0.47645695240042674}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity of Base of MSE Wall, eL",{"$f":"BC29*0.5-BC511","v":2.9296830501825535},"ft"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bearing Stress Due to MSE Wall, σV",{"$f":"BC505/BC515","v":5.3768472991252487},"ksf"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC532>=BC531,\"Valid\",\"Not Valid\")","v":"Valid"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bearing Stress",null,null,null,null,{"$f":"BC544/BC545","v":0.46688181071351881}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Bearing Stress due to componants 1&2",{"$f":"BC623+BC612","v":17.738852302864782},"ksf"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Bearing stress due to MSE Wall",{"$f":"BC641/(BC29-2*BC646)","v":10.631730504060551},"ksf"]
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[]
[]
[]
[]
[]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Footing Base Width, bf",{"$f":"SUM(BC2004:BC2008)","v":6.5616599999999998},{"$f":"SUM(BD2004:BD2008)","v":7.5616599999999998},8.5616599999999998,11.56166,14.56166,18.56166,21.56166,26.56166,36.561660000000003,46.561660000000003,56.561660000000003,50]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Reinforced Wall Fill, Max Size",null,null,null,null,null,null,null,null,null,null,null,0]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FV1",{"$f":"BC2082*SIN(RADIANS(BC2069))","v":0},{"$f":"BD2082*SIN(RADIANS(BD2069))","v":0},0,0,0,0,0,0,0,0,0,0]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"MF2B",{"$f":"BC2117*(BC2011+BC2012+BC2015+BC2066)","v":20.80762389380531},{"$f":"BD2117*(BD2011+BD2012+BD2015+BD2066)","v":20.80762389380531},20.80762389380531,20.80762389380531,20.80762389380531,20.80762389380531,20.80762389380531,20.80762389380531,20.80762389380531,20.80762389380531,20.80762389380531,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Strength 1 (Max)",{"$f":"$AB$54","v":1.75},{"$f":"$AB$54","v":1.75},1.75,1.75,1.75,1.75,1.75,1.75,1.75,1.75,1.75,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bearing Resistance, φb",{"$f":"$V$70","v":0.65},{"$f":"$V$70","v":0.65},0.65,0.65,0.65,0.65,0.65,0.65,0.65,0.65,0.65,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lateral Load on MSE Wall, Hm",{"$f":"(BC2098+BC2086)*BC2169","v":19.576058199489214},{"$f":"(BD2098+BD2086)*BD2169","v":19.576058199489214},19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at Base of MSE Wall, VA1",{"$f":"(BC2089+BC2090)*BC2161","v":52.727180723399961},{"$f":"(BD2089+BD2090)*BD2161","v":52.727180723399961},52.727180723399961,52.727180723399961,52.727180723399961,52.727180723399961,52.727180723399961,52.727180723399961,52.727180723399961,52.727180723399961,52.727180723399961,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Sliding Resistance at Base of MSE Wall, VFm",{"$f":"SUM(BC2221:BC2222)","v":24.405629071582901},{"$f":"SUM(BD2221:BD2222)","v":24.405629071582901},24.405629071582901,24.405629071582901,24.405629071582901,24.405629071582901,24.405629071582901,24.405629071582901,24.405629071582901,24.405629071582901,24.405629071582901,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC2231/BC2232","v":0.80211242013355533},{"$f":"BD2231/BD2232","v":0.80211242013355533},0.80211242013355533,0.80211242013355533,0.80211242013355533,0.80211242013355533,0.80211242013355533,0.80211242013355533,0.80211242013355533,0.80211242013355533,0.80211242013355533,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Vertical Forces from the Footing, VA",{"$f":"BC2108*BC2163+BC2109*BC2175+BC2110*BC2175+BC2111*BC2175+BC2032*BC2175","v":20.741463093785093},{"$f":"BD2108*BD2163+BD2109*BD2175+BD2110*BD2175+BD2111*BD2175+BD2032*BD2175","v":21.349227396352234},21.956991698919371,23.780284606620786,25.6035775143222,28.034634724590752,29.857927632292164,32.896749145127856,38.974392170799234,45.052035196470612,51.12967822214199,30.388215128356897]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC2261>=BC2262,\"Valid\",\"Not Valid\")","v":"Valid"},{"$f":"IF(BD2261>=BD2262,\"Valid\",\"Not Valid\")","v":"Valid"},"Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid",{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"e",{"$f":"(BC2169*BC2083*(BC2070/3)+BC2194*BC2087*(BC2070/2)-BC2162*BC2089*0-BC2162*BC2090*(BC2027/6)-(BC2169*BC2084+BC2194*BC2088)*(BC2027/2))/(BC2162*BC2089+BC2162*BC2090+BC2169*BC2084+BC2194*BC2088)","v":3.543971431672444},{"$f":"(BD2169*BD2083*(BD2070/3)+BD2194*BD2087*(BD2070/2)-BD2162*BD2089*0-BD2162*BD2090*(BD2027/6)-(BD2169*BD2084+BD2194*BD2088)*(BD2027/2))/(BD2162*BD2089+BD2162*BD2090+BD2169*BD2084+BD2194*BD2088)","v":3.543971431672444},3.543971431672444,3.543971431672444,3.543971431672444,3.543971431672444,3.543971431672444,3.543971431672444,3.543971431672444,3.543971431672444,3.543971431672444,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC2291>1,\"Not Valid\",\"Valid\")","v":"Not Valid"},{"$f":"IF(BD2291>1,\"Not Valid\",\"Valid\")","v":"Not Valid"},"Not Valid","Not Valid","Not Valid","Not Valid","Not Valid","Not Valid","Not Valid","Not Valid","Not Valid",{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str2","Str3","Str4","Str5","Str6","Str7","Str8","Str9","Str10","Str11","Str12",{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Moment about Point A, MA-C",{"$f":"BC2325-BC2324","v":84.642178660458427},{"$f":"BD2325-BD2324","v":84.642178660458427},84.642178660458427,84.642178660458427,84.642178660458427,84.642178660458427,84.642178660458427,84.642178660458427,84.642178660458427,84.642178660458427,84.642178660458427,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity of Abutment Footing","Str1 Max","Str1 Max","Str1 Max","Str1 Max","Str1 Max","Str1 Max","Str1 Max","Str1 Max","Str1 Max","Str1 Max","Str1 Max",{"$error":"#VALUE!"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Moment at Point A, MA",{"$f":"BC2360-BC2359","v":65.322349561167655},{"$f":"BD2360-BD2359","v":69.614174426033912},74.513763593467303,92.859116911170304,116.67434895197756,156.93669190899385,193.51497430371097,266.63406434624898,458.45456712386044,711.05150015818572,1024.4248634492246,959.10251388805693]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored LL Weight on Block CDMJ in the abutment footing area",{"$f":"BC2381*BC2173","v":5.012336932965181},{"$f":"BD2381*BD2173","v":5.7067755261046091},6.4012141192440355,8.4845298986623199,10.567845678080602,13.345600050638309,15.428915830056591,18.901108795753728,25.845494727148008,32.78988065854228,39.734266589936553,34.721929656971369]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity, e",{"$f":"BC2027/4","v":3.2808299999999999},{"$f":"BD2027/4","v":3.2808299999999999},3.2808299999999999,3.2808299999999999,3.2808299999999999,3.2808299999999999,3.2808299999999999,3.2808299999999999,3.2808299999999999,3.2808299999999999,3.2808299999999999,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of the resultant force on base of MSE wall from point B, b",{"$f":"(BC2413-BC2415)/BC2412","v":2.2878657016308934},{"$f":"(BD2413-BD2415)/BD2412","v":2.3175325060390075},2.3526513542353849,2.4865754754017466,2.6563844603163704,2.9269981853366009,3.1567996785089685,3.5806527144400162,4.5441771613946775,5.6196820546618724,6.7777856675493355,4.4899199659184426]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical weight due to soil weight and LL in block CDMJ",{"$f":"SUM(BC2426,BC2424)","v":6.8740620794951042},{"$f":"SUM(BD2426,BD2424)","v":7.8264350072291791},8.7788079349632504,11.635926718165466,14.493045501367682,18.302537212303967,21.159655995506185,25.921520634176542,35.445249911517266,44.968979188857986,54.4927084661987,47.618646386703595]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Force, VB-C",{"$f":"BC2412","v":61.005290046751441},{"$f":"BD2412","v":61.032441029340347},61.059592011929254,61.141044959695989,61.222497907462717,61.331101837818359,61.412554785585087,61.548309698529636,61.819819524418747,62.091329350307838,62.362839176196943,1.357549129445502]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Vertical Stress at Base, qV-F",{"$f":"(BC2161*BC2089+BC2161*BC2090+BC2169*BC2084+BC2194*BC2088)/(BC2027-2*BC2456)","v":6.6972227378927833},{"$f":"(BD2161*BD2089+BD2161*BD2090+BD2169*BD2084+BD2194*BD2088)/(BD2027-2*BD2456)","v":6.6972227378927833},6.6972227378927833,6.6972227378927833,6.6972227378927833,6.6972227378927833,6.6972227378927833,6.6972227378927833,6.6972227378927833,6.6972227378927833,6.6972227378927833,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity of Base of MSE Wall, eL",{"$f":"BC2027*0.5-BC2471","v":3.2552033890917254},{"$f":"BD2027*0.5-BD2471","v":3.2552033890917254},3.2552033890917254,3.2552033890917254,3.2552033890917254,3.2552033890917254,3.2552033890917254,3.2552033890917254,3.2552033890917254,3.2552033890917254,3.2552033890917254,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting Moments About Point A, MRA1",{"$f":"BC2312+BC2102*BC2174","v":256.27987604852188},{"$f":"BD2312+BD2102*BD2174","v":256.27987604852188},256.27987604852188,256.27987604852188,256.27987604852188,256.27987604852188,256.27987604852188,256.27987604852188,256.27987604852188,256.27987604852188,256.27987604852188,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at base of MSE Wall, VAb2",{"$f":"BC2096*BC2171","v":0},{"$f":"BD2096*BD2171","v":0},0,0,0,0,0,0,0,0,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about Point A, MOA-C",{"$f":"BC2469","v":171.63769738806346},{"$f":"BD2469","v":171.63769738806346},171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC2529/BC2530","v":0.86292136297565647},{"$f":"BD2529/BD2530","v":0.86292136297565647},0.86292136297565647,0.86292136297565647,0.86292136297565647,0.86292136297565647,0.86292136297565647,0.86292136297565647,0.86292136297565647,0.86292136297565647,0.86292136297565647,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of Resultant from Point A, awl",{"$f":"BC2539/BC2540","v":3.2635975269443325},{"$f":"BD2539/BD2540","v":3.3920771391062252},3.5448696425112174,4.1273917219501453,4.8604780006330861,6.0143952982225564,6.9818023113212107,8.7403789300224641,12.63734936349959,16.856082888954113,21.273709132432529,18.010111605488198]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Effective Width of Spread Footing, bf'",{"$f":"BC2009-2*BC2558","v":6.5043972655287021},{"$f":"BD2009-2*BD2558","v":6.7704716757956254},7.0860778271357434,8.2845536365568258,9.7863626765437921,12.141575842347363,14.110524023370751,17.680704841086978,25.565317461901337,34.075464569403529,42.96942346372601,36.465026198197307]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"BC2574/BC2575","v":3.4019234437475641E-2},{"$f":"BD2574/BD2575","v":0.32885861052889453},0.53835364007107223,0.88664582351687504,1.0304180765211448,1.09305263545175,1.0962513223291004,1.0664328783030095,0.96724614531306397,0.8675415462003887,0.78088837987478155,0.74686914543730587]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity",{"$f":"BC2009/4","v":1.640415},{"$f":"BD2009/4","v":1.890415},2.140415,2.890415,3.640415,4.640415,5.390415,6.640415,9.1404150000000008,11.640415000000001,14.140415000000001,12.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ef",{"$f":"0.5*BC2009-BC2606","v":1.7232473055667441E-2},{"$f":"0.5*BD2009-BD2606","v":0.3887528608937747},0.73596035748878208,1.6534382780498547,2.4203519993669129,3.2664347017774435,3.7990276886787884,4.5404510699775358,5.6434806365004118,6.4247471110458889,7.0071208675674725,6.9898883945118051]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting Moments @ Point B on the MSE Wall, MRB",{"$f":"BC2144*BC2161+BC2145*BC2161+BC2146*BC2173","v":470.35899917438718},{"$f":"BD2144*BD2161+BD2145*BD2161+BD2146*BD2173","v":470.35899917438718},470.35899917438718,470.35899917438718,470.35899917438718,470.35899917438718,470.35899917438718,470.35899917438718,470.35899917438718,470.35899917438718,470.35899917438718,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Bearing stress due to MSE Wall",{"$f":"BC2639/(BC2027-2*BC2644)","v":10.631730504060551},{"$f":"BD2639/(BD2027-2*BD2644)","v":10.631730504060551},10.631730504060551,10.631730504060551,10.631730504060551,10.631730504060551,10.631730504060551,10.631730504060551,10.631730504060551,10.631730504060551,10.631730504060551,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Load at Base of MSE Wall including LL on Top, V",{"$f":"BC2112*BC2163+BC2113*BC2163+BC2114*BC2175","v":51.555465596213288},{"$f":"BD2112*BD2163+BD2113*BD2163+BD2114*BD2175","v":51.555465596213288},51.555465596213288,51.555465596213288,51.555465596213288,51.555465596213288,51.555465596213288,51.555465596213288,51.555465596213288,51.555465596213288,51.555465596213288,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC2676/BC2677","v":1.0894093552664312},{"$f":"BD2676/BD2677","v":1.088228671913563},1.086811905658768,1.0815570100101179,1.0754836957270346,1.0671461597662211,1.0611464011863312,1.0520585841942045,1.0376183965112147,1.0272680807981074,1.0197367138734161,-6.96726413930151E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Utilisation",{"$f":"BC2693/BC2694","v":2.9632395586062419},{"$f":"BD2693/BD2694","v":2.9614051022341061},2.959243656135933,2.9514077882406466,2.9425419006958795,2.9305685150484511,2.9220551602569458,2.909286361732712,2.8892389752543131,2.8750071229980407,2.864704858260279,-9.85347003459629E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Type of Reinforcement Used",{"$f":"$BE$702","v":"Geosynthetics"},{"$f":"$BE$702","v":"Geosynthetics"},"Geosynthetics","Geosynthetics","Geosynthetics","Geosynthetics","Geosynthetics","Geosynthetics","Geosynthetics","Geosynthetics","Geosynthetics","Geosynthetics"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Load Combinations"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Service 1",{"$f":"$AB$56","v":1},{"$f":"$AB$56","v":1},1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,{"$f":"$AB$56","v":1},1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Tensile Resistance & Connectors, φt",{"$f":"$V$71","v":0.9},{"$f":"$V$71","v":0.9},0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,{"$f":"$V$71","v":0.9},0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9,0.9]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Sliding Resistance at Base of MSE Wall, VFm2",{"$f":"BC4207*BC4187","v":0},{"$f":"BD4207*BD4187","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"DP4207*DP4187","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nominal Sliding Resistance at Base of MSE Wall, VNm2",{"$f":"TAN(RADIANS(MIN(BC4043,BC4051)))*BC4096*BC4170","v":0},{"$f":"TAN(RADIANS(MIN(BD4043,BD4051)))*BD4096*BD4170","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"TAN(RADIANS(MIN(DP4043,DP4051)))*DP4096*DP4170","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Maximum Hm",{"$f":"BC4202","v":19.576058199489214},{"$f":"BD4202","v":19.576058199489214},19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,{"$f":"DP4202","v":19.576058199489214},19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214,19.576058199489214]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BC4248>=BC4245,\"Valid\",\"Not Valid\")","v":"Valid"},{"$f":"IF(BD4248>=BD4245,\"Valid\",\"Not Valid\")","v":"Valid"},"Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid",{"$f":"IF(DP4248>=DP4245,\"Valid\",\"Not Valid\")","v":"Valid"},"Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid","Valid"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Maximum FA",{"$f":"BC4237","v":2.3055478909202387},{"$f":"BD4237","v":2.3055478909202387},2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,{"$f":"DP4237","v":2.3055478909202387},2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387,2.3055478909202387]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Sliding Resistance at base of MSE Wall, VFm",{"$f":"BC4277*BC4187","v":9.2146515173161951},{"$f":"BD4277*BD4187","v":11.421512776378565},13.628374035440935,15.835235294503304,18.042096553565674,20.248957812628042,22.45581907169041,24.662680330752782,26.869541589815153,29.076402848877517,31.283264107939885,33.490125367002264,35.696986626064636,37.903847885127,40.110709144189372,42.317570403251743,44.524431662314107,46.731292921376479,48.93815418043885,51.145015439501215,53.351876698563586,55.558737957625951,57.765599216688329,59.972460475750701,62.179321734813072,64.386182993875437,66.593044252937801,68.79990551200018,71.006766771062544,73.213628030124923,75.420489289187287,77.627350548249666,79.83421180731203,82.041073066374395,84.247934325436759,86.454795584499138,88.661656843561502,90.868518102623881,93.075379361686231,95.28224062074861,97.489101879810974,99.695963138873353,101.90282439793572,104.10968565699807,106.31654691606046,108.52340817512284,110.7302694341852,112.93713069324757,115.14399195230995,117.35085321137232,119.55771447043468,121.76457572949705,123.97143698855942,126.17829824762181,128.38515950668418,130.59202076574653,132.7988820248089,135.00574328387128,137.21260454293366,139.41946580199601,141.62632706105836,143.83318832012074,146.04004957918312,148.2469108382455,150.45377209730788,{"$f":"DP4277*DP4187","v":152.66063335637023},154.86749461543261,157.07435587449496,159.28121713355733,161.48807839261971,163.69493965168206,165.90180091074441,168.10866216980679,170.31552342886914,172.52238468793155,174.7292459469939,176.93610720605625,179.14296846511866,181.34982972418101,183.55669098324336,185.76355224230574,187.97041350136811,190.17727476043049,192.38413601949287,194.59099727855519,196.79785853761757,199.00471979667992,201.21158105574236,203.41844231480471,205.62530357386711,207.83216483292946,210.03902609199184,212.24588735105419,214.45274861011654,216.65960986917892,218.86647112824127,221.07333238730368,223.28019364636603,225.48705490542844,227.69391616449079,229.90077742355314]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Str1","Str2","Str3","Str4","Str5","Str6","Str7","Str8","Str9","Str10","Str11","Str12","Str13","Str14","Str15","Str16","Str17","Str18","Str19","Str20","Str21","Str22","Str23","Str24","Str25","Str26","Str27","Str28","Str29","Str30","Str31","Str32","Str33","Str34","Str35","Str36","Str37","Str38","Str39","Str40","Str41","Str42","Str43","Str44","Str45","Str46","Str47","Str48","Str49","Str50","Str51","Str52","Str53","Str54","Str55","Str56","Str57","Str58","Str59","Str60","Str61","Str62","Str63","Str64","Str65","Str66","Str67","Str68","Str69","Str70","Str71","Str72","Str73","Str74","Str75","Str76","Str77","Str78","Str79","Str80","Str81","Str82","Str83","Str84","Str85","Str86","Str87","Str88","Str89","Str90","Str91","Str92","Str93","Str94","Str95","Str96","Str97","Str98","Str99","Str100","Str101"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting Moments About Point A, MRA2",{"$f":"BC4097*BC4169","v":0},{"$f":"BD4097*BD4169","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"DP4097*DP4169","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about Point A, MOA-C",{"$f":"BC4301","v":171.63769738806346},{"$f":"BD4301","v":171.63769738806346},171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,{"$f":"DP4301","v":171.63769738806346},171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Location of Resultant from Point A, anl",{"$f":"BC4351/BC4352","v":3.5526895723266998},{"$f":"BD4351/BD4352","v":3.5526895723266998},3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,{"$f":"DP4351/DP4352","v":3.5526895723266998},3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998,3.5526895723266998]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about Poin A, MOA-C",{"$f":"BC4339","v":5.8125197316085142},{"$f":"BD4339","v":5.8125197316085142},5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,{"$f":"DP4339","v":5.8125197316085142},5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical weight due to soil weight and LL in block CDMJ",{"$f":"SUM(BC4382,BC4380)","v":15.164597557189204},{"$f":"SUM(BD4382,BD4380)","v":15.164597557189204},15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,{"$f":"SUM(DP4382,DP4380)","v":15.164597557189204},15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204,15.164597557189204]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Net Load P on base of spread footing from the bridge with no LL, PwL",{"$f":"BC4384-BC4383","v":32.276095136761263},{"$f":"BD4384-BD4383","v":32.276095136761263},32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,{"$f":"DP4384-DP4383","v":32.276095136761263},32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263,32.276095136761263]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Resisting moments about point B without LL surcharge, MRB",{"$f":"BC4144*BC4162+BC4145*BC4162+BC4411","v":62.065993902886483},{"$f":"BD4144*BD4162+BD4145*BD4162+BD4411","v":63.831852039726741},69.129426450247522,77.958717134448818,90.319724092330617,106.21244732389295,125.63688682913579,148.59304260805914,175.08091466066304,205.10050298694742,238.6518075869123,275.73482846055776,316.34956560788373,360.49601902889015,408.17418872357712,459.38407469194459,514.12567693399274,572.39899544972116,634.20403023913025,699.54078130221978,768.40924863898977,840.80943224944042,916.74133213357152,996.20494829138318,1079.2002807228755,1165.7273294280481,1255.7860944069012,1349.376575659435,1446.498773185649,1547.1526869855438,1651.3383170591189,1759.0556634063751,1870.3047260273113,1985.0855049219281,2103.3980000902252,2225.2422115322033,2350.6181392478616,2479.5257832372004,2611.9651435002197,2747.9362200369201,2887.4390128472996,3030.4735219313611,3177.0397472891023,3327.1376889205239,3480.7673468256266,3637.9287210044104,3798.6218114568733,3962.8466181830172,4130.6031411828426,4301.8913804563481,4476.7113360035328,4655.0630078243994,4836.9463959189452,5022.3615002871738,5211.3083209290808,5403.7868578446687,5599.7971110339367,5799.3390804968876,6002.4127662335159,6209.0181682438269,6419.1552865278163,6632.8241210854885,6850.0246719168408,7070.7569390218732,7295.0209224005857,{"$f":"DP4144*DP4162+DP4145*DP4162+DP4411","v":7522.8166220529783},7754.1440379790529,7989.0031701788066,8227.3940186522414,8469.3165833993571,8714.7708644201539,8963.7568617146298,9216.2745752827868,9472.324005124623,9731.905151240142,9995.0180136293402,10261.662592292219,10531.838887228778,10805.546898439021,11082.786625922939,11363.558069680539,11647.861229711822,11935.696106016785,12227.062698595428,12521.96100744775,12820.391032573752,13122.352773973436,13427.846231646803,13736.871405593847,14049.428295814576,14365.516902308982,14685.137225077067,15008.289264118834,15334.973019434283,15665.188491023409,15998.935678886217,16336.214583022711,16677.025203432881,17021.367540116735,17369.241593074261,17720.647362305474]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vertical Weight from abutment footing including soil on heel and LL, Vab",{"$f":"BC4108*BC4163+BC4109*BC4179+BC4110*BC4179+BC4111*BC4179+BC4115*BC4175+BC4032*BC4179+BC4033*BC4175","v":33.537850518011439},{"$f":"BD4108*BD4163+BD4109*BD4179+BD4110*BD4179+BD4111*BD4179+BD4115*BD4175+BD4032*BD4179+BD4033*BD4175","v":33.537850518011439},33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,{"$f":"DP4108*DP4163+DP4109*DP4179+DP4110*DP4179+DP4111*DP4179+DP4115*DP4175+DP4032*DP4179+DP4033*DP4175","v":33.537850518011439},33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439,33.537850518011439]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity, e",{"$f":"BC4027/6","v":0},{"$f":"BD4027/6","v":0.16666666666666666},0.33333333333333331,0.5,0.66666666666666663,0.83333333333333337,1,1.1666666666666667,1.3333333333333333,1.5,1.6666666666666667,1.8333333333333333,2,2.1666666666666665,2.3333333333333335,2.5,2.6666666666666665,2.8333333333333335,3,3.1666666666666665,3.3333333333333335,3.5,3.6666666666666665,3.8333333333333335,4,4.166666666666667,4.333333333333333,4.5,4.666666666666667,4.833333333333333,5,5.166666666666667,5.333333333333333,5.5,5.666666666666667,5.833333333333333,6,6.166666666666667,6.333333333333333,6.5,6.666666666666667,6.833333333333333,7,7.166666666666667,7.333333333333333,7.5,7.666666666666667,7.833333333333333,8,8.1666666666666661,8.3333333333333339,8.5,8.6666666666666661,8.8333333333333339,9,9.1666666666666661,9.3333333333333339,9.5,9.6666666666666661,9.8333333333333339,10,10.166666666666666,10.333333333333334,10.5,10.666666666666666,{"$f":"DP4027/6","v":10.833333333333334},11,11.166666666666666,11.333333333333334,11.5,11.666666666666666,11.833333333333334,12,12.166666666666666,12.333333333333334,12.5,12.666666666666666,12.833333333333334,13,13.166666666666666,13.333333333333334,13.5,13.666666666666666,13.833333333333334,14,14.166666666666666,14.333333333333334,14.5,14.666666666666666,14.833333333333334,15,15.166666666666666,15.333333333333334,15.5,15.666666666666666,15.833333333333334,16,16.166666666666668,16.333333333333332,16.5,16.666666666666668]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factored Bearing Resistance, qR",{"$f":"BC4047","v":10.4427171365195},{"$f":"BD4047","v":10.4427171365195},10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,{"$f":"DP4047","v":10.4427171365195},10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195,10.4427171365195]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity of Base of MSE Wall, eL",{"$f":"BC4027*0.5-BC4471","v":{"$error":"#DIV/0!"}},{"$f":"BD4027*0.5-BD4471","v":42.719075740135217},21.359537870067609,14.239691913378406,10.679768935033804,8.5438151480270452,7.1198459566892032,6.1027251057336027,5.3398844675169022,4.746563971126136,4.2719075740135226,3.8835523400122929,3.5599229783446007,3.2860827492411713,3.0513625528668018,2.8479383826756823,2.6699422337584506,2.5128868082432474,2.3732819855630671,2.2483724073755385,2.1359537870067609,2.0342417019112009,1.9417761700061451,1.8573511191363146,1.7799614891722992,1.7087630296054108,1.6430413746205872,1.5821879903753793,1.5256812764334029,1.4730715772460456,1.4239691913378429,1.3780347012946841,1.3349711168792258,1.2945174466707616,1.2564434041216224,1.2205450211467195,1.1866409927815305,1.1545696145982483,1.1241862036877706,1.0953609164137248,1.0679768935033778,1.0419286765886611,1.0171208509555996,0.99346687767756237,0.97088808500307167,0.94931279422522508,0.92867555956815906,0.9089165051092607,0.88998074458614695,0.87181787224765728,0.85438151480270363,0.83762893608108158,0.8215206873102936,0.80602029698368227,0.79109399518769052,0.77671046800245591,0.76284063821670145,0.74945746912517563,0.73653578862302638,0.72405213118873135,0.71198459566892325,0.70031271705139275,0.68901735064734027,0.67808056730373423,0.66748555843961199,{"$f":"DP4027*0.5-DP4471","v":0.65721654984823275},0.64725872333537637,0.63759814537515069,0.62822170206080585,0.61911703971210841,0.61027251057335974,0.60167712310049382,0.593320496390767,0.58519281835801706,0.57728480729912945,0.56958767653513576,0.56209310184388528,0.55479319143032768,0.5476804582068624,0.54074779417891961,0.53398844675168533,0.52739599679180316,0.52096433829432698,0.51468765951969431,0.50856042547779623,0.50257736164864752,0.49673343883878118,0.49102385908201285,0.48544404250153406,0.47998961505769699,0.47465639711261076,0.46944039274874427,0.46433777978408841,0.45934490043156018,0.45445825255463745,0.4496744814751068,0.44499037229306992,0.44040284268180585,0.43590893612383041,0.43150581555692469,0.42719075740135537]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Limiting Eccentricity, e",{"$f":"BC4027/4","v":0},{"$f":"BD4027/4","v":0.25},0.5,0.75,1,1.25,1.5,1.75,2,2.25,2.5,2.75,3,3.25,3.5,3.75,4,4.25,4.5,4.75,5,5.25,5.5,5.75,6,6.25,6.5,6.75,7,7.25,7.5,7.75,8,8.25,8.5,8.75,9,9.25,9.5,9.75,10,10.25,10.5,10.75,11,11.25,11.5,11.75,12,12.25,12.5,12.75,13,13.25,13.5,13.75,14,14.25,14.5,14.75,15,15.25,15.5,15.75,16,{"$f":"DP4027/4","v":16.25},16.5,16.75,17,17.25,17.5,17.75,18,18.25,18.5,18.75,19,19.25,19.5,19.75,20,20.25,20.5,20.75,21,21.25,21.5,21.75,22,22.25,22.5,22.75,23,23.25,23.5,23.75,24,24.25,24.5,24.75,25]
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[]
[]
[]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Calculated eL/L",{"$f":"BC6304/BC6027","v":0.24804724635928449},{"$f":"BD6304/BD6027","v":0.24804724635928449},0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,{"$f":"DP6304/DP6027","v":0.24804724635928449},0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449,0.24804724635928449]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about Point A, MOA-C",{"$f":"BC6301","v":171.63769738806346},{"$f":"BD6301","v":171.63769738806346},171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,{"$f":"DP6301","v":171.63769738806346},171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346,171.63769738806346]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sum of Vertical Forces from the Footing, VA",{"$f":"BC6108*BC6161+BC6109*BC6177+BC6110*BC6177+BC6111*BC6177+BC6032*BC6177","v":28.536464575939213},{"$f":"BD6108*BD6161+BD6109*BD6177+BD6110*BD6177+BD6111*BD6177+BD6032*BD6177","v":28.536464575939213},28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,{"$f":"DP6108*DP6161+DP6109*DP6177+DP6110*DP6177+DP6111*DP6177+DP6032*DP6177","v":28.536464575939213},28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213,28.536464575939213]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Eccentricity from Centre of Footing, ef",{"$f":"0.5*BC6009-BC6353","v":1.3685554276733001},{"$f":"0.5*BD6009-BD6353","v":1.3685554276733001},1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,{"$f":"0.5*DP6009-DP6353","v":1.3685554276733001},1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001,1.3685554276733001]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about Poin A, MOA-C",{"$f":"BC6339","v":5.8125197316085142},{"$f":"BD6339","v":5.8125197316085142},5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,{"$f":"DP6339","v":5.8125197316085142},5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142,5.8125197316085142]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Overturning Moments about point B, MOB",{"$f":"BC6155*BC6173+BC6152*BC6169+BC6153*BC6169+BC6392*BC6066","v":311.41902627648204},{"$f":"BD6155*BD6173+BD6152*BD6169+BD6153*BD6169+BD6392*BD6066","v":311.41902627648204},311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,{"$f":"DP6155*DP6173+DP6152*DP6169+DP6153*DP6169+DP6392*DP6066","v":311.41902627648204},311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204,311.41902627648204]
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