第四问.3.txt

混凝土结构杆件的非线性计算

e=0.000100

b=543.532050
N=300.000089
M=38.006085
M2=0.286128
s1=0.789942
s2=18.712127
p=0.000000.1840
ff=0.000000.9538

e=0.000150

b=376.466575
N=300.000094
M=60.366634
M2=0.619657
s1=15.023917
s2=27.210908
p=0.000000.3984
ff=0.000002.0655

e=0.000200

b=299.391725
N=300.000072
M=78.233870
M1=77.194963
M2=1.038906
s1=35.486388
s2=35.323852
P=0.0000006680
ff=0.0000034630

e=0.000400

b=201.004400
N=300.000054
M=142.030248
M1=138.935390
M2=3.094858
s1=144.870699
s2=66.069957
P=0.0000019900
ff=0.0000103162

e=0.000600

b=176.304675
N=300.000098
M=204.537066
M1=199.244410
M2=5.292656
s1=264.561555
s2=96.177603
P=0.0000034032
ff=0.0000176422

e=0.000800

b=166.860275
N=300.000053
M=264.308152
M1=256.851854
M2=7.456298
s1=381.770652
s2=126.438986
P=0.0000047944
ff=0.0000248543

e=0.001000

b=153.816700
N=300.000006
M=304.706891
M1=294.596155
M2=10.110736
s1=455.000000
s2=154.491287
P=0.0000065012
ff=0.0000337025

e=0.001200

b=131.831075
N=300.000074
M=313.266896
M1=299.110598
M2=14.156298
s1=455.000000
s2=176.282094
P=0.0000091026
ff=0.0000471877

e=0.001400

b=116.325275
N=300.000096
M=320.846597
M1=302.129427
M2=18.717170
s1=455.000000
s2=195.753477
P=0.0000120352
ff=0.0000623906

e=0.001600

b=104.879700
N=300.000005
M=327.958528
M1=304.233060
M2=23.725468
s1=455.000000
s2=213.210984
P=0.0000152556
ff=0.0000790849

e=0.001800

b=96.144075
N=300.000064
M=334.857915
M1=305.741612
M2=29.116303
s1=455.000000
s2=228.946682
P=0.0000187219
ff=0.0000970543

e=0.002000

b=89.303925
N=299.999973
M=341.674895
M1=306.845519
M2=34.829376
s1=455.000000
s2=243.231974
P=0.0000223954
ff=0.0001160979

e=0.002200

b=83.838275
N=299.999913
M=348.473899
M1=307.663899
M2=40.810000
s1=455.000000
s2=256.313015
P=0.0000262410
ff=0.0001360333

e=0.002400

b=79.398200
N=300.000069
M=355.284237
M1=308.274607
M2=47.009630
s1=455.000000
s2=268.408301
P=0.0000302274
ff=0.0001566988

e=0.002600

b=75.741250
N=300.000062
M=362.116674
M1=308.730706
M2=53.385969
s1=455.000000
s2=279.708217
P=0.0000343274
ff=0.0001779532

e=0.002800

b=72.693975
N=299.999914
M=368.971510
M1=309.068884
M2=59.902626
s1=455.000000
s2=290.376555
P=0.0000385176
ff=0.0001996754

e=0.003000

b=70.129225
N=300.000082
M=375.843546
M1=309.314934
M2=66.528612
s1=455.000000
s2=300.552801
P=0.0000427782
ff=0.0002217620

e=0.003200

b=67.951725
N=299.999969
M=382.726219
M1=309.488343
M2=73.237876
s1=455.000000
s2=310.354211
P=0.0000470923
ff=0.0002441263

e=0.003400

b=66.088975
N=300.000003
M=389.611376
M1=309.602872
M2=80.008504
s1=455.000000
s2=319.879420
P=0.0000514458
ff=0.0002666950

e=0.003500

b=65.257575
N=300.000020
M=393.052533
M1=309.641527
M2=83.411006
s1=455.000000
s2=324.564658
P=0.0000536336
ff=0.0002780367