第二问.txt

混凝土结构杆件的非线性计算

e=0.001800

b=593.051375
N=3499.999979
M=307.055091
M1=86.776031
M2=220.279060
s1=-17.028027
s2=338.753949
p=0.00303515
e=0.002000

b=562.719350
N=3499.999972
M=346.867909
M1=88.920499
M2=257.947410
s1=1.621163
s2=375.120813
p=0.00355417
e=0.002200

b=538.945175
N=3500.000026
M=379.573450
M1=83.314742
M2=296.258708
s1=21.271409
s2=411.425665
p=0.00408205
e=0.002400

b=520.097250
N=3499.999995
M=406.822907
M1=71.919387
M2=334.903520
s1=41.440942
s2=447.698349
p=0.00461452
e=0.002600

b=508.829525
N=3499.999950
M=418.796416
M1=47.950016
M2=370.846399
s1=57.403601
s2=455.000000
p=0.00510977
e=0.002800

b=501.230100
N=3500.000059
M=424.427268
M1=18.999096
M2=405.428172
s1=71.247006
s2=455.000000
p=0.00558626

e=0.003000

b=495.806650
N=3500.000027
M=426.856347
M1=-12.282583
M2=439.138930
s1=83.734274
s2=455.000000
p=0.00605075
e=0.003200

b=492.189200
N=3500.000056
M=426.344101
M1=-45.513476
M2=471.857578
s1=94.676828
s2=455.000000
p=0.00650156
e=0.003400

b=490.100250
N=3499.999989
M=423.071862
M1=-80.413699
M2=503.485561
s1=103.921249
s2=455.000000
p=0.00693736
e=0.003500

b=489.561125
N=3499.999926
M=420.441315
M1=-98.423402
M2=518.864717
s1=107.866433
s2=455.000000
p=0.00714926