{"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,"Circular pile"]
[]
[]
[]
[]
[]
[null,"Developed by Yoon Seok Choi"]
[null,"Advisor: Prof. Monica Prezzi"]

{"sheet":"MAIN","index":1,"n_rows":14,"n_cols":11,"rows_kept":14}
[null,"Pile geometry",null,null,"Soil properties",{"$nulls":4},"Outputs"]
[null,"Pile diameter Br (m)",0.5,null,"Layer i","Thickness\n(m)","Young's modulus\nof the soil Esi (MPa)","Poisson's ratio\nof the soil nsi",null,"Deflection at pile head\n(mm)",{"$f":"Sheet1!B2","v":{"v":9.278156115274488,"d":"9.28"}}]
[null,"Pile length Lp (m)",20,null,1,{"v":6,"d":"6.0"},20,0.25,null,"Maximum moment\n(kN-m)",{"$f":"Sheet1!D1003","v":{"v":191.8835226622106,"d":"191.9"}}]
[null,"Young's modulus of\nthe pile Ep (GPa)",25,null,2,{"v":7,"d":"7.0"},25,{"v":0.3,"d":"0.30"},null,"gr",{"$f":"'Initial Parameter'!M2","v":{"v":0.18506003676444593,"d":"0.19"}}]
[{"$nulls":4},3,{"v":9,"d":"9.0"},30,0.28]
[null,"Load",null,null,4,{"v":1,"d":"1.0"},35,{"v":0.2,"d":"0.20"}]
[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":28,"rows_kept":23,"hidden":true}
["Lp",20]
["rp",0.25,null,"Layer","Thickness","Es","usi","l","Gs","Gs (modifiled)",null,"Assumed g",0.18506003676444593]
["Ep",{"v":25000000,"d":"2.5E+07"},null,1,6,20000,0.25,0,{"$f":"F3/2/(1+G3)","v":8000},{"$f":"0.75*I3*(1+0.75*G3)","v":7125},null,"Assumed g",{"$f":"Depth_z_1!NJ1006","v":0.1850541603925496}]
["Fa",300,null,2,7,25000,0.3,0,{"$f":"F4/2/(1+G4)","v":9615.384615384615},{"$f":"0.75*I4*(1+0.75*G4)","v":8834.134615384615}]
["Ma",100,null,3,9,30000,0.28,0,{"$f":"F5/2/(1+G5)","v":11718.75},{"$f":"0.75*I5*(1+0.75*G5)","v":10634.765625}]
["Fa",{"$f":"B4*B1^2/(B3*B9)","v":{"v":1.5645567525705681,"d":"1.6"}},null,4,1,35000,0.2,0,{"$f":"F6/2/(1+G6)","v":14583.333333333334},{"$f":"0.75*I6*(1+0.75*G6)","v":12578.124999999998}]
["Ma",{"$f":"B5*B1/(B3*B9)","v":{"v":0.026075945876176135,"d":"0.0"}}]
["ψ",{"$f":"B1/B2","v":80}]
["Ip",{"$f":"PI()*B2^4/4","v":3.0679615757712823E-3}]
["Top",2]
["Bottom",2]
[]
[]
[{"$nulls":12},{"$f":"K16-M16","v":{"v":84013.86500900386,"d":"84013.87"}}]
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[]
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{"sheet":"Depth_z","index":6,"n_rows":1003,"n_cols":24,"rows_kept":1003,"hidden":true}
[]
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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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