第四问.5.txt

混凝土结构杆件的非线性计算

e=0.000200

b=471.387625
N=500.000081
M=78.408508
M1=77.308776
M2=1.099732
s1=7.943558
s2=37.030045
P=0.0000004243
ff=0.0000021995

e=0.000400

b=275.675800
N=500.000051
M=147.205992
M1=143.445053
M2=3.760939
s1=83.960710
s2=69.843142
P=0.000001.4510
ff=0.0000075219



e=0.000600

b=222.474925
N=500.000042
M=206.714670
M1=199.724220
M2=6.990451
s1=184.753446
s2=101.121468
P=0.000002.6969
ff=0.0000139809

e=0.000800

b=200.504975
N=500.000001
M=264.273129
M1=253.931240
M2=10.341888
s1=290.861631
s2=132.070518
P=0.0000039899
ff=0.0000206838

e=0.001000

b=189.688250
N=500.000026
M=319.431025
M1=305.766499
M2=13.664526
s1=395.714284
s2=163.097345
P=0.000005.2718
ff=0.0000273291

e=0.001200

b=175.205675
N=500.000016
M=355.375747
M1=337.622897
M2=17.752850
s1=455.000000
s2=192.056347
P=0.000006.8491
ff=0.0000355057

e=0.001400

b=154.844600
N=499.999979
M=366.577829
M1=343.142720
M2=23.435108
s1=455.000000
s2=216.710741
P=0.000009.0413
ff=0.0000468702

e=0.001600

b=139.638300
N=500.000070
M=376.812978
M1=347.113390
M2=29.699588
s1=455.000000
s2=239.792779
P=0.000011.4582
ff=0.0000593992

e=0.001800

b=127.879300
N=500.000000
M=386.544583
M1=350.060179
M2=36.484404
s1=455.000000
s2=261.469589
P=0.000014.0758
ff=0.0000729688

e=0.002000

b=118.540950
N=500.000093
M=396.029102
M1=352.297379
M2=43.731723
s1=455.000000
s2=281.897353
P=0.000016.8718
ff=0.0000874634

e=0.002200

b=110.968025
N=500.000049
M=405.412428
M1=354.024652
M2=51.387776
s1=455.000000
s2=301.221284
P=0.000019.8255
ff=0.0001027756

e=0.002400

b=104.722325
N=500.000016
M=414.777195
M1=355.374388
M2=59.402806
s1=455.000000
s2=319.575754
P=0.000022.9177
ff=0.0001188056

e=0.002600

b=99.499350
N=500.000037
M=424.168869
M1=356.437773
M2=67.731096
s1=455.000000
s2=337.084232
P=0.000026.1308
ff=0.0001354622

e=0.002800

b=95.080725
N=499.999955
M=433.610510
M1=357.279581
M2=76.330928
s1=455.000000
s2=353.859376
P=0.000029.4487
ff=0.0001526619

e=0.003000

b=91.305725
N=500.000070
M=443.111151
M1=357.946721
M2=85.164430
s1=455.000000
s2=370.003469
P=0.000032.8566
ff=0.0001703289
e=0.003200

b=88.053275
N=500.000014
M=452.671833
M1=358.474315
M2=94.197518
s1=455.000000
s2=385.608553
P=0.0000363416
ff=0.0001883950



e=0.003400

b=85.230525
N=500.000034
M=462.288245
M1=358.888671
M2=103.399574
s1=455.000000
s2=400.757323
P=0.000039.8918
ff=0.0002067991

e=0.003500

b=83.957000
N=500.000041
M=467.115249
M1=359.059935
M2=108.055314
s1=455.000000
s2=408.183951
P=0.000041.6880
ff=0.0002161106


ff=0.0001883950