第四问.118.txt

混凝土结构杆件的非线性计算

e=0.000400

b=593.669000
N=1180.000065
M=126.524024
M1=122.402454
M2=4.121569
s1=-3.863298
s2=75.283567
P=0.000000.6738
ff=0.0000034929

e=0.000600

b=427.599325
N=1180.000090
M=212.058573
M1=203.475135
M2=8.583437
s1=38.559652
s2=110.177721
P=0.000001.4032
ff=0.0000072741

e=0.000800

b=350.723625
N=1180.000019
M=272.684320
M1=258.731180
M2=13.953140
s1=97.752810
s2=144.033012
P=0.000002.2810
ff=0.0000118247

e=0.001000

b=308.475925
N=1180.000025
M=325.447368
M1=305.617230
M2=19.830137
s1=166.317080
s2=177.307792
P=0.000003.2417
ff=0.0000168052

e=0.001200

b=282.876700
N=1180.000055
M=374.488885
M1=348.539261
M2=25.949624
s1=239.360796
s2=210.305083
P=0.000004.2421
ff=0.0000219912

e=0.001400

b=266.395750
N=1180.000027
M=420.950025
M1=388.802485
M2=32.147540
s1=313.853318
s2=243.212626
P=0.000005.2553
ff=0.0000272437

e=0.001600

b=255.381050
N=1179.999907
M=465.163437
M1=426.838776
M2=38.324660
s1=387.961691
s2=276.143966
P=0.0000062651
ff=0.0000324785

e=0.001800

b=246.919500
N=1180.000053
M=505.407570
M1=460.814834
M2=44.592736
s1=455.000000
s2=308.971223
P=0.0000072898
ff=0.0000377905

e=0.002000

b=230.433125
N=1180.000029
M=522.212109
M1=469.119742
M2=53.092367
s1=455.000000
s2=339.244846
P=0.0000086793
ff=0.0000449935

e=0.002200

b=216.974475
N=1179.999976
M=537.840700
M1=475.816519
M2=62.024180
s1=455.000000
s2=369.023909
P=0.0000101394
ff=0.0000525629

e=0.002400

b=205.792050
N=1179.999994
M=552.646446
M1=481.307014
M2=71.339432
s1=455.000000
s2=398.364193
P=0.0000116623
ff=0.0000604571

e=0.002600

b=196.365300
N=1180.000024
M=566.863913
M1=485.869400
M2=80.994514
s1=455.000000
s2=427.315600
P=0.0000132406
ff=0.0000686394

e=0.002800

b=188.461150
N=1179.999959
M=580.480756
M1=489.597643
M2=90.883113
s1=455.000000
s2=455.000000
P=0.0000148572
ff=0.0000770196

e=0.003000

b=185.725475
N=1180.000046
M=588.498256
M1=489.689194
M2=98.809062
s1=455.000000
s2=455.000000
P=0.0000161529
ff=0.0000837365

e=0.003200

b=183.768750
N=1179.999985
M=595.920847
M1=489.402280
M2=106.518567
s1=455.000000
s2=455.000000
P=0.0000174132
ff=0.0000902700

e=0.003400

b=182.485725
N=1180.000012
M=602.742322
M1=488.770623
M2=113.971698
s1=455.000000
s2=455.000000
P=0.0000186316
ff=0.0000965862

e=0.003500

b=182.071375
N=1180.000056
M=605.923696
M1=488.332889
M2=117.590807
s1=455.000000
s2=455.000000
P=0.0000192232
ff=0.0000996532