{"text_format":"5","workbook":"xlsx","n_sheets":9,"sheets":["Intro","MAIN","Graphs","Initial Parameter","K value","Matrix","Depth_z","Depth_z_1","Sheet1"],"props":{"creator":"Yoon Seok","last_modified_by":"Sang Inn Woo"},"not_rendered":{"charts":5,"images":1,"macros":1},"read":"whole","date_system":"1900"}

{"sheet":"Intro","index":0,"n_rows":19,"n_cols":5,"rows_kept":19}
[]
[]
[null,"LATPAXL",null,null,"Ver 1.0"]
[]
[]
[null,"Laterally loaded pile analysis tool"]
[]
[]
[]
[]
[]
[null,"Rectangular pile"]
[]
[]
[]
[]
[]
[null,"Developed by Yoon Seok Choi"]
[null,"Advisor: Prof. Monica Prezzi"]

{"sheet":"MAIN","index":1,"n_rows":16,"n_cols":11,"rows_kept":16}
[null,"Pile geometry",null,null,"Soil properties",{"$nulls":4},"Outputs"]
[null,"Pile diameter a (m)",0.5,null,"Layer i","Thickness\n(m)","Young's modulus\nof the soil Esi (MPa)","Poisson's ratio\nof the soil nsi",null,"Deflection at pile head\n(mm)",{"$f":"Sheet1!B2","v":{"v":18.975168461690334,"d":"18.98"}}]
[null,"Pile diameter b (m)",0.4,null,1,{"v":6,"d":"6.0"},10,0.25,null,"Maximum moment\n(kN-m)",{"$f":"Sheet1!D1003","v":{"v":2945.5761586595772,"d":"2945.6"}}]
[null,"Pile length Lp (m)",20,null,2,{"v":7,"d":"7.0"},15,{"v":0.3,"d":"0.30"},null,"gx",{"$f":"'Initial Parameter'!M3","v":{"v":0.17983438135065272,"d":"0.18"}}]
[null,"Young's modulus of\nthe pile Ep (GPa)",25,null,3,{"v":9,"d":"9.0"},30,0.28,null,"gy",{"$f":"'Initial Parameter'!N3","v":{"v":0.2560850484706306,"d":"0.26"}}]
[{"$nulls":4},4,{"v":1,"d":"1.0"},35,{"v":0.2,"d":"0.20"}]
[null,"Load"]
[null,"Fa\n(kN)",300]
[null,"Ma\n(kN-m)",100]
[]
[null,"Boundary Condition"]
[null,"Top",2]
[null,"Bottom",2]
[]
[null,"Boundary condition = 1 ","Fixed pile head or base"]
[null,"Boundary condition = 2","Free pile head or base"]

{"sheet":"Graphs","index":2,"n_rows":0,"n_cols":0,"rows_kept":0}

{"sheet":"Initial Parameter","index":3,"n_rows":23,"n_cols":31,"rows_kept":23,"hidden":true}
["Lp",20,{"$nulls":10},"gx","gy"]
["xa",0.5,null,"Layer","Thickness","Es","usi","l","Gs","Gs (modifiled)",null,"Assumed g",0.18050708470516225,0.25794500413146715]
["yb",0.4,null,1,6,10000,0.25,0,{"$f":"F3/2/(1+G3)","v":4000},{"$f":"0.7*I3*(1+0.75*G3)","v":3325},null,"Assumed g",{"$f":"Depth_z_1!NN1008","v":0.17983438135065272},{"$f":"Depth_z_1!NO1008","v":0.2560850484706306}]
["R",{"$f":"0.5*(B3*B2)^0.5","v":0.22360679774997896},null,2,7,15000,0.3,0,{"$f":"F4/2/(1+G4)","v":5769.230769230769},{"$f":"0.7*I4*(1+0.75*G4)","v":4947.115384615384}]
["Sn",{"$f":"B3*B2^3/12","v":0.004166666666666667},null,3,9,30000,0.28,0,{"$f":"F5/2/(1+G5)","v":11718.75},{"$f":"0.7*I5*(1+0.75*G5)","v":9925.78125}]
["Ep",{"v":25000000,"d":"2.5E+07"},null,4,1,35000,0.2,0,{"$f":"F6/2/(1+G6)","v":14583.333333333334},{"$f":"0.7*I6*(1+0.75*G6)","v":11739.583333333334}]
["Fa",300]
["Ma",100]
["Fa",{"$f":"B7*(B1^2)/(B5*B6)","v":{"v":1.152,"d":"1.15200000"}}]
["Ma",{"$f":"B8*B1/(B5*B6)","v":{"v":0.0192,"d":"0.01920000"}}]
["ψ",{"$f":"B1/B2","v":40}]
["Ip",{"$f":"PI()*B2^4/4","v":0.04908738521234052}]
["Top",2]
["Bottom",2,{"$nulls":11},{"$f":"N16-P16","v":{"v":20526.627261289606,"d":"20526.63"}}]
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{"sheet":"K value","index":4,"n_rows":52,"n_cols":25,"rows_kept":52,"hidden":true}
["a","b","F1","F2","F3","F4","f1","f2","f3","f4","t","k","Fa","Ma"]
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[]
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*K5*H5^2-1*I5*E5*B5^2*H5^2)/(-1*A5^2*J5^2+B5^2*J5^2-1*I5^2*B5^2+A5^2*I5^2)/(G5^2-1*H5^2)","v":-11.665591243564782},{"$nulls":4},"w03","th03"]
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[{"$nulls":23},{"$f":"IF('Initial Parameter'!N16>'Initial Parameter'!P16,IF('Initial Parameter'!B13=1,'K value'!X31,'K value'!X32),IF('Initial Parameter'!B13=1,'K value'!X33,'K value'!X34))","v":{"$error":"#DIV/0!"}},{"$f":"IF('Initial Parameter'!N16>'Initial Parameter'!P16,IF('Initial Parameter'!B13=1,'K value'!Y31,'K value'!Y32),IF('Initial Parameter'!B13=1,'K value'!Y33,'K value'!Y34))","v":{"$error":"#DIV/0!"}}]
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[]
[{"$nulls":377},"gamma(x)","gamma(y)"]
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{"sheet":"Sheet1","index":8,"n_rows":1003,"n_cols":5,"rows_kept":1003,"hidden":true}
["depth","Def.","Slope","Moment","Shear"]
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