第四问.117.txt

混凝土结构杆件的非线性计算

e=0.000600

b=424.238900
N=1170.000098
M=203.767665
M0=423.928110
M2=8.578110
s1=39.815613
s2=110.099918
p=1.4142974631
ff=7.3317180485

e=0.000800

b=348.211675
N=1170.000036
M=258.760039
M0=429.284696
M2=13.934696
s1=99.612203
s2=143.917828
p=2.2974531224
ff=11.9099969868

e=0.001000

b=306.471100
N=1169.999988
M=305.596675
M0=435.140708
M2=19.790708
s1=168.713396
s2=177.159347
p=3.2629504054
ff=16.9151349018

e=0.001200

b=281.202875
N=1169.999976
M=348.551011
M0=441.232865
M2=25.882865
s1=242.214131
s2=210.128328
p=4.2673816902
ff=22.1221066819

e=0.001400

b=264.951225
N=1169.999980
M=388.877583
M0=447.398887
M2=32.048887
s1=317.091031
s2=243.012060
p=5.2839914214
ff=27.3922115288

e=0.001600

b=254.102575
N=1170.000009
M=426.987644
M0=453.541065
M2=38.191065
s1=391.523683
s2=275.923312
p=6.2966697602
ff=32.6419360371

e=0.001800

b=245.112000
N=1170.000093
M=459.654697
M0=459.890879
M2=44.540879
s1=455.000000
s2=308.594928
p=7.3435817096
ff=38.0691275825

e=0.002000

b=228.722150
N=1170.000091
M=467.850612
M0=468.386228
M2=53.036228
s1=455.000000
s2=338.790362
p=8.7442339975
ff=45.3301090428

e=0.002200

b=215.341175
N=1170.000056
M=474.458592
M0=477.315000
M2=61.965000
s1=455.000000
s2=368.485576
p=10.2163462236
ff=52.9615388232

e=0.002400

b=204.222200
N=1169.999941
M=479.875537
M0=486.628598
M2=71.278598
s1=455.000000
s2=397.736661
p=11.7519055225
ff=60.9218782287

e=0.002600

b=194.847950
N=1170.000084
M=484.376058
M0=496.283507
M2=80.933507
s1=455.000000
s2=426.593834
p=13.3437380275
ff=69.1739379348

e=0.002800

b=186.864025
N=1169.999981
M=488.144975
M0=506.233111
M2=90.883111
s1=455.000000
s2=455.000000
p=14.9841575980
ff=77.6778729882

e=0.002800

b=186.864025
N=1169.999981
M=488.144975
M0=506.233111
M2=90.883111
s1=455.000000
s2=455.000000
p=14.9841575980
ff=77.6778729882

e=0.003000

b=184.151525
N=1170.000012
M=488.234996
M0=514.159065
M2=98.809065
s1=455.000000
s2=455.000000
p=16.2909321549
ff=84.4521922911



e=0.003200

b=182.211400
N=1170.000064
M=487.952893
M0=521.868560
M2=106.518560
s1=455.000000
s2=455.000000
p=17.5620186223
ff=91.0415045382

e=0.003400

b=180.939225
N=1169.999942
M=487.331938
M0=529.321705
M2=113.971705
s1=455.000000
s2=455.000000
p=18.7908398525
ff=97.4117137952

e=0.003500

b=180.528400
N=1170.000073
M=486.901567
M0=532.940806
M2=117.590806
s1=455.000000
s2=455.000000
p=19.3875312693
ff=100.5049621002