第四问.10.txt

混凝土结构杆件的非线性计算

e=0.000400

b=504.255050
N=1000.000050
M=142.975898
M1=138.863693
M2=4.112205
s1=9.637179
s2=74.447254
P=0.0000007932
ff=0.0000041122

e=0.000600

b=368.246075
N=1000.000036
M=214.835615
M1=206.389089
M2=8.446526
s1=64.116015
s2=108.594583
P=0.0000016293
ff=0.0000084465

e=0.000800

b=306.621700
N=1000.000041
M=271.674865
M1=258.149403
M2=13.525462
s1=134.825839
s2=141.736452
P=0.000002.6091
ff=0.0000135255

e=0.001000

b=273.406400
N=1000.000010
M=323.808437
M1=304.847652
M2=18.960785
s1=213.304151
s2=174.397088
P=0.000003.6576
ff=0.0000189608

e=0.001200

b=253.654425
N=1000.000001
M=373.268778
M1=348.744073
M2=24.524705
s1=294.585588
s2=206.884079
P=0.000004.7308
ff=0.0000245247

e=0.001400

b=241.198500
N=999.999950
M=420.456640
M1=390.366901
M2=30.089739
s1=375.891309
s2=239.369565
P=0.000005.8043
ff=0.0000300897

e=0.001600

b=232.961975
N=1000.000061
M=465.203368
M1=429.599274
M2=35.604094
s1=455.000000
s2=271.923485
P=0.000006.8681
ff=0.0000356041

e=0.001800

b=214.547925
N=1000.000077
M=481.257069
M1=437.764688
M2=43.492381
s1=455.000000
s2=301.271863
P=0.000008.3897
ff=0.0000434924

e=0.002000

b=199.824975
N=999.999991
M=496.076234
M1=444.190828
M2=51.885406
s1=455.000000
s2=329.938688
P=0.000010.0088
ff=0.0000518854

e=0.002200

b=187.792050
N=999.999981
M=510.083976
M1=449.352971
M2=60.731005
s1=455.000000
s2=357.994399
P=0.000011.7151
ff=0.0000607310
e=0.002400

b=177.781300
N=1000.000058
M=523.550515
M1=453.567901
M2=69.982613
s1=455.000000
s2=385.501872
P=0.000013.4997
ff=0.0000699826

e=0.002600

b=169.329975
N=999.999944
M=457.054930
M2=79.598429
s1=455.000000
s2=412.517553
p=0.0000153546
ff=0.0000795984


e=0.002800

b=162.107350
N=1000.000034
M=549.511136
M1=459.970471
M2=89.540665
s1=455.000000
s2=439.092466
P=0.0000172725
ff=0.0000895407

e=0.003000

b=157.394475
N=1000.000069
M=560.309690
M1=461.500631
M2=98.809059
s1=455.000000
s2=455.000000
P=0.0000190604
ff=0.0000988091


e=0.003200

b=155.736225
N=999.999963
M=567.813163
M1=461.294593
M2=106.518570
s1=455.000000
s2=455.000000
P=0.0000205476
ff=0.0001065186

e=0.003400

b=154.648925
N=1000.000046
M=574.812622
M1=460.840928
M2=113.971694
s1=455.000000
s2=455.000000
P=0.0000219853
ff=0.0001139717

e=0.003500

b=154.297775
N=1000.000045
M=578.117370
M1=460.526563
M2=117.590808
s1=455.000000
s2=455.000000
P=0.0000226834
ff=0.0001175908