第四问.12.txt

混凝土结构杆件的非线性计算

e=0.000600

b=434.339875
N=1200.000060
M=211.433199
M1=202.839744
M2=8.593455
s1=36.098954
s2=110.330153
P=0.000001.3814
ff=0.0000071612

e=0.000800

b=355.767475
N=1200.000045
M=258.647624
M2=13.988463
s1=94.098551
s2=144.259382
p=0.000002.2487
ff=0.000011.6571



e=0.001000

b=312.504225
N=1200.000090
M=325.553122
M1=305.646831
M2=19.906291
s1=161.595111
s2=177.600303
P=0.0000032000
ff=0.0000165886
e=0.001200

b=286.241225
N=1199.999991
M=374.591935
M1=348.512673
M2=26.079262
s1=233.726312
s2=210.654122
P=0.0000041923
ff=0.0000217327

e=0.001400

b=269.299975
N=1199.999968
M=420.993904
M1=388.654057
M2=32.339847
s1=307.448996
s2=243.609354
P=0.0000051987
ff=0.0000269499

e=0.001600

b=257.951725
N=1200.000091
M=465.131256
M1=426.545432
M2=38.585825
s1=380.906342
s2=276.581023
P=0.0000062027
ff=0.0000321549

e=0.001800

b=250.192000
N=1199.999984
M=507.127447
M1=462.372059
M2=44.755388
s1=452.975635
s2=309.638677
P=0.0000071945
ff=0.0000372962


e=0.002000

b=233.858325
N=1200.000065
M=524.818376
M1=471.616934
M2=53.201442
s1=455.000000
s2=340.134695
P=0.0000085522
ff=0.0000443345

e=0.002200

b=220.244800
N=1200.000004
M=540.631366
M1=478.492510
M2=62.138856
s1=455.000000
s2=370.077804
P=0.0000099889
ff=0.0000517824

e=0.002400

b=208.935925
N=1199.999975
M=555.588041
M1=484.131110
M2=71.456931
s1=455.000000
s2=399.592574
P=0.0000114868
ff=0.0000595474

e=0.002600

b=199.404750
N=1200.000070
M=569.929648
M1=488.817838
M2=81.111809
s1=455.000000
s2=428.728353
P=0.0000130388
ff=0.0000675932

e=0.002800

b=191.655425
N=1200.000073
M=583.346535
M1=492.463430
M2=90.883104
s1=455.000000
s2=455.000000
P=0.0000146096
ff=0.0000757359

e=0.003000

b=188.873350
N=1199.999955
M=591.367236
M1=492.558167
M2=98.809070
s1=455.000000
s2=455.000000
P=0.0000158837
ff=0.0000823409

e=0.003200

b=186.883475
N=1199.999987
M=598.779985
M1=492.261418
M2=106.518567
s1=455.000000
s2=455.000000
P=0.0000171230
ff=0.0000887655

e=0.003400

b=185.578700
N=1199.999990
M=605.579875
M1=491.608175
M2=113.971700
s1=455.000000
s2=455.000000
P=0.0000183211
ff=0.0000949764

e=0.003500

b=185.157325
N=1200.000021
M=608.746292
M1=491.155481
M2=117.590811
s1=455.000000
s2=455.000000
P=0.0000189028
ff=0.0000979923