第一问.txt

混凝土结构杆件的非线性计算

e=0.001800

b=593.051375
N=3499.999979
M=321.362403
s1=-17.028027
s2=338.753949
e=0.001900

b=576.936725
N=3500.000047
M=342.118625
s1=-7.862137
s2=356.947212

e=0.002000

b=562.719350
N=3499.999972
M=360.832470
s1=1.621163
s2=375.120813
e=0.002100

b=550.129150
N=3500.000083
M=377.783282
s1=11.353256
s2=393.279002
e=0.002200

b=538.945175
N=3500.000026
M=393.195845
s1=21.271409
s2=411.425665

e=0.002300

b=528.985125
N=3499.999946
M=407.252745
s1=31.318163
s2=429.564362
e=0.002400

b=520.097250
N=3499.999995
M=420.103440
s1=41.440942
s2=447.698349
e=0.002500

b=513.595200
N=3500.000064
M=427.881079
s1=50.044081
s2=455.000000
e=0.002600

b=508.829525
N=3499.999950
M=432.008132
s1=57.403601
s2=455.000000
e=0.002700

b=504.730150
N=3500.000028
M=435.243962
s1=64.481424
s2=455.000000
e=0.002800

b=501.230100
N=3500.000059
M=437.638984
s1=71.247006
s2=455.000000
e=0.002900

b=498.272025
N=3499.999936
M=439.235276
s1=77.672885
s2=455.000000
e=0.003000

b=495.806650
N=3500.000027
M=440.068063
s1=83.734274
s2=455.000000
e=0.003100

b=493.791325
N=3499.999916
M=440.166704
s1=89.408980
s2=455.000000
e=0.003200

b=492.189200
N=3500.000056
M=439.555817
s1=94.676828
s2=455.000000
e=0.003300

b=490.968150
N=3500.000047
M=438.255799
s1=99.519737
s2=455.000000
e=0.003400

b=490.100250
N=3499.999989
M=436.283578
s1=103.921249
s2=455.000000
e=0.003500

b=489.561125
N=3499.999926
M=433.653031
s1=107.866433
s2=455.000000