第四问.8.txt

混凝土结构杆件的非线性计算

e=0.000400

b=408.183425
N=800.000073
M=150.678744
M1=146.614688
M2=4.064055
s1=30.734531
s2=73.140339
P=0.000000.9800
ff=0.0000050801

e=0.000600

b=305.829550
N=800.000024
M=213.137198
M1=205.000901
M2=8.136297
s1=101.692116
s2=106.266860
P=0.000001.9619
ff=0.0000101704

e=0.000800

b=260.868250
N=800.000093
M=268.602693
M1=255.884548
M2=12.718144
s1=186.535080
s2=138.533225
P=0.000003.0667
ff=0.0000158977

e=0.001000

b=237.273200
N=800.000063
M=321.392457
M1=303.913871
M2=17.478586
s1=276.244262
s2=170.498143
P=0.000004.2146
ff=0.0000218482

e=0.001200

b=223.628050
N=799.999937
M=371.929963
M1=349.675868
M2=22.254096
s1=366.364005
s2=202.437628
P=0.000005.3661
ff=0.0000278176

e=0.001400

b=215.319200
N=799.999924
M=420.164518
M1=393.199529
M2=26.964990
s1=454.723146
s2=234.486177
P=0.000006.5020
ff=0.0000337062

e=0.001600

b=194.979575
N=800.000050
M=435.003879
M1=400.972007
M2=34.031872
s1=455.000000
s2=262.558086
P=0.000008.2060
ff=0.0000425398

e=0.001800

b=179.120100
N=800.000028
M=448.481848
M1=406.806123
M2=41.675725
s1=455.000000
s2=289.656136
P=0.000010.0491
ff=0.0000520947

e=0.002000

b=166.441350
N=800.000056
M=461.194517
M1=411.360746
M2=49.833770
s1=455.000000
s2=315.886287
P=0.000012.0162
ff=0.0000622922

e=0.002200

b=156.081600
N=800.000077
M=473.442696
M1=414.987119
M2=58.455577
s1=455.000000
s2=341.333661
P=0.0000140952
ff=0.0000730695

e=0.002400

b=147.465750
N=799.999981
M=485.414800
M1=417.919263
M2=67.495537
s1=455.000000
s2=366.075241
P=0.0000162750
ff=0.0000843694

e=0.002600

b=140.195200
N=799.999981
M=497.231146
M1=420.318955
M2=76.912191
s1=455.000000
s2=390.181005
P=0.0000185456
ff=0.0000961402

e=0.002800

b=133.984800
N=800.000089
M=508.969424
M1=422.301683
M2=86.667741
s1=455.000000
s2=413.714750
P=0.0000208979
ff=0.0001083347

e=0.003000

b=128.625050
N=799.999948
M=520.679810
M1=423.952151
M2=96.727659
s1=455.000000
s2=436.734757
P=0.0000233236
ff=0.0001209096

e=0.003200

b=124.589000
N=800.000099
M=531.567511
M1=425.048958
M2=106.518553
s1=455.000000
s2=455.000000
P=0.0000256845
ff=0.0001331482

e=0.003400

b=123.719125
N=799.999940
M=538.730390
M1=424.758681
M2=113.971708
s1=455.000000
s2=455.000000
P=0.0000274816
ff=0.0001424646


e=0.003500

b=123.438225
N=800.000068
M=542.148247
M1=424.557444
M2=117.590803
s1=455.000000
s2=455.000000
P=0.0000283543
ff=0.0001469885