{"text_format":"1","workbook":"xlsx","n_sheets":3,"sheets":["Moment Frame","Buckling","Mcr"],"not_rendered":{"charts":0,"images":0,"macros":1,"external_links":0,"defined_names":0,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"Moment Frame","index":0,"n_rows":45,"n_cols":3,"rows_kept":45,"cut":false,"hidden":false,"merged":[]}
[]
[]
[]
[]
[]
[]
["Ed,G Load Case",22,"G+ψQ"]
["Seismic Combinations","13to21","G+Αed+ψQ"]
["Seicmic Cases","23 to 30","Aed"]
[]
[]
[]
["Beam Number",52]
["Column Number",21]
[]
["Haunch Length",0]
["Haunch Height",0]
[]
["Beam"]
["Mpl,Rd",118.118275]
["My,Ed",-5.7165629374016937]
["Ω",20.662463842948156]
[]
["Column"]
["NPl,C",2914.6149999999998]
["MPl,C",289.63274999999999]
["VPl,C",1422.3687834295999]
["Ned,G",24.679510279732749]
["Med,G",-26.097211405065959,-2.331498783430618]
["Ved,G",-18.730291565914552]
["Ned,E",1.4375214730092538]
["Med,E",-5.8174457515467539]
["MedZ,E",1.7606823292170908]
["Ved,E",5.817445751546769]
["Ned",65.520771536566258," Ned,G+ 1.1*γοv*Ω*Νed,E"]
["Med,Y",-191.37600984208083," Med,G+ 1.1*γοv*Ω*Med,E"]
["Med,Z",47.691049295322472," Med,G+ 1.1*γοv*Ω*Med,E"]
["Ved,Z",146.54850687110076," Ved,G+ 1.1*γοv*Ω*Ved,E"]
["Ved,Y",52.878679427637159," Ved,G+ 1.1*γοv*Ω*Ved,E"]
[]
["Joint Moment Resistance"]
["ΣMr,C > 1.3*ΣΜR,B",{"$f":"IF(B26>B20*1.3,\"OK\",\"NOT OK\")","v":"OK"}]
[null,0]
["Section Check"]
["Moment Interaction ",0.78453520993735548,"My,Ed/MN,y,Rd^[a] + Mz,Ed/MN,z,Rd^[b]"]

{"sheet":"Buckling","index":1,"n_rows":45,"n_cols":3,"rows_kept":45,"cut":false,"hidden":false,"merged":[]}
[]
["Column Number",31]
[]
[]
[]
[]
["Steel",275]
["E",210000]
[]
[]
[]
[]
[]
["Iy",1,"Inertia Y Axis"]
["Iz",0.70854419968495064,"Inertia Z Axis"]
["Ned",212]
["NcrY",2]
["NcrZ"]
["WplY",390.35974999999996]
["WplZ",186.60400000000001]
["WelY",334.69333333333338]
["WelZ",121.97466814159291]
["wy"]
["wz"]
["NRk"]
["lamdaMax"]
["λy",0.42529161083755679]
["λz",0.72598379320389705]
["λmax",{"$f":"MAX(B27:B28)","v":0.72598379320389705}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,0.42529161083755679]

{"sheet":"Mcr","index":2,"n_rows":16,"n_cols":4,"rows_kept":16,"cut":false,"hidden":false,"merged":[]}
["Mcr",{"$f":"B2*B12*(B14^2)*B7/((B9*B8)^2)*((B9/B10)^2*B6/B7+(B9*B8)^2*B11*B5/(B14^2*B12*B7)+(B3*B15-B4*B16)^2)^0.5-(B3*B15-B4*B16)","v":325905.48063170991}]
["C1",2.7040000000000002]
["C2",0]
["C3",0.67600000000000005]
["It",309.3]
["Iw",5643000]
["Iz",10370]
["L",800,"cm","Μήκος Υποστηλωματος"]
["k",1]
["kw",1]
["G",{"$f":"B12/(2*(B13+1))","v":8076.9230769230762},"kN/cm^3","Μέτρο Διάτμησης"]
["E",21000,"kN/cm^3","Μέτρο Ελαστικότητας"]
["ni",0.3]
["pi",{"$f":"PI()","v":3.1415926535897931}]
["zg",0]
["zj",0]