第四问.11.txt

混凝土结构杆件的非线性计算

e=0.000400

b=553.661475
N=1100.000072
M=135.034798
M1=130.915025
M2=4.119774
s1=1.638333
s2=74.942758
P=0.0000007225
ff=0.0000037452
e=0.000600

b=400.911100
N=1100.000052
M=213.898463
M1=205.364301
M2=8.534161
s1=49.114799
s2=109.523862
P=0.0000014966
ff=0.0000077583

e=0.000800

b=330.822675
N=1100.000069
M=272.529772
M1=258.740149
M2=13.789623
s1=113.258174
s2=143.072503
P=0.0000024182
ff=0.0000125360

e=0.001000

b=292.617450
N=1099.999997
M=324.849699
M1=305.362140
M2=19.487560
s1=186.169724
s2=176.077982
P=0.0000034174
ff=0.0000177160

e=0.001200

b=269.648075
N=1099.999961
M=373.994780
M1=348.617703
M2=25.377077
s1=262.877686
s2=208.848285
P=0.0000044502
ff=0.0000230701

e=0.001400

b=254.984150
N=1100.000005
M=420.739891
M1=389.430650
M2=31.309240
s1=340.430721
s2=241.566239
P=0.0000054905
ff=0.0000284629

e=0.001600

b=245.282625
N=1100.000077
M=465.278943
M1=428.081689
M2=37.197254
s1=417.108876
s2=274.338388
P=0.0000065231
ff=0.0000338157


e=0.001800

b=232.487225
N=1099.999988
M=495.286576
M1=451.136537
M2=44.150039
s1=455.000000
s2=305.803474
P=0.0000077424
ff=0.0000401364


e=0.002000

b=216.777475
N=1100.000059
M=511.195183
M1=458.584551
M2=52.610632
s1=455.000000
s2=335.417644
P=0.0000092261
ff=0.0000478278

e=0.002200

b=203.944925
N=1100.000061
M=526.095522
M1=464.582444
M2=61.513078
s1=455.000000
s2=364.489418
P=0.0000107872
ff=0.0000559210

e=0.002400

b=193.275250
N=1100.000017
M=540.302722
M1=469.493034
M2=70.809687
s1=455.000000
s2=393.077334
P=0.0000124175
ff=0.0000643724

e=0.002600

b=184.273625
N=1100.000004
M=554.025162
M1=473.567418
M2=80.457743
s1=455.000000
s2=421.233831
P=0.0000141095
ff=0.0000731434

e=0.002800

b=176.586350
N=1099.999930
M=567.403700
M1=476.984934
M2=90.418767
s1=455.000000
s2=449.006143
P=0.0000158563
ff=0.0000821989

e=0.003000

b=173.133925
N=1100.000091
M=576.496219
M1=477.687161
M2=98.809058
s1=455.000000
s2=455.000000
P=0.0000173276
ff=0.0000898264

e=0.003200

b=171.309850
N=1099.999975
M=583.956418
M1=477.437850
M2=106.518569
s1=455.000000
s2=455.000000
P=0.0000186796
ff=0.0000968351

e=0.003400

b=170.113825
N=1100.000099
M=590.860600
M1=476.888910
M2=113.971689
s1=455.000000
s2=455.000000
P=0.0000199866
ff=0.0001036106

e=0.003500

b=169.727550
N=1100.000033
M=594.099356
M1=476.508547
M2=117.590810
s1=455.000000
s2=455.000000
P=0.0000206213
ff=0.0001069007