第四问.115.txt

混凝土结构杆件的非线性计算

e=0.000400

b=578.621500
N=1150.000067
M=129.946472
M1=125.825229
M2=4.121243
s1=-1.883304
s2=75.160913
P=0.0000006913
ff=0.0000035837

e=0.000600

b=417.538325
N=1150.000050
M=212.870162
M1=204.303379
M2=8.566782
s1=42.380304
s2=109.941043
P=0.0000014370
ff=0.0000074494

e=0.000800

b=343.208150
N=1150.000008
M=272.689128
M1=258.792954
M2=13.896174
s1=103.397008
s2=143.683371
P=0.0000023309
ff=0.0000120836

e=0.001000

b=302.480450
N=1150.000058
M=325.253952
M1=305.544909
M2=19.709042
s1=173.577863
s2=176.858009
P=0.0000033060
ff=0.0000171383

e=0.001200

b=277.872400
N=1150.000092
M=374.317364
M1=348.572022
M2=25.745342
s1=247.993770
s2=209.770297
P=0.0000043185
ff=0.0000223873

e=0.001400

b=262.077525
N=1149.999928
M=420.876550
M1=389.030095
M2=31.846455
s1=323.638179
s2=242.606484
P=0.0000053419
ff=0.0000276926

e=0.001600

b=251.559375
N=1150.000022
M=465.208220
M1=427.290492
M2=37.917728
s1=398.717003
s2=275.477708
P=0.0000063603
ff=0.0000329719

e=0.001800

b=241.499850
N=1150.000035
M=501.726178
M1=457.291865
M2=44.434313
s1=455.000000
s2=307.826055
P=0.0000074534
ff=0.0000386385

e=0.002000

b=225.303500
N=1150.000017
M=518.192028
M1=465.271413
M2=52.920616
s1=455.000000
s2=337.861596
P=0.0000088769
ff=0.0000460179

e=0.002200

b=212.078375
N=1150.000083
M=533.545799
M1=471.703001
M2=61.842798
s1=455.000000
s2=367.385336
P=0.0000103735
ff=0.0000537763

e=0.002400

b=201.086875
N=1150.000063
M=548.126208
M1=476.973678
M2=71.152530
s1=455.000000
s2=396.454020
P=0.0000119351
ff=0.0000618718

e=0.002600

b=191.818100
N=1149.999966
M=562.157854
M1=481.351298
M2=80.806556
s1=455.000000
s2=425.118443
P=0.0000135545
ff=0.0000702666

e=0.002800

b=183.906950
N=1150.000028
M=575.792971
M1=485.027070
M2=90.765901
s1=455.000000
s2=453.424365
P=0.0000152251
ff=0.0000789269

e=0.003000

b=181.003625
N=1149.999944
M=584.096203
M1=485.287132
M2=98.809071
s1=455.000000
s2=455.000000
P=0.0000165743
ff=0.0000859209

e=0.003200

b=179.096675
N=1150.000061
M=591.533134
M1=485.014573
M2=106.518560
s1=455.000000
s2=455.000000
P=0.0000178674
ff=0.0000926248

e=0.003400

b=177.846250
N=1149.999964
M=598.386364
M1=484.414660
M2=113.971703
s1=455.000000
s2=455.000000
P=0.0000191176
ff=0.0000991058

e=0.003500

b=177.442425
N=1149.999946
M=601.589736
M1=483.998917
M2=117.590819
s1=455.000000
s2=455.000000
P=0.0000197247
ff=0.0001022529