第四问.9.txt

混凝土结构杆件的非线性计算

e=0.000400

b=455.684700
N=900.000079
M=148.103643
M1=144.008180
M2=4.095463
s1=19.191393
s2=73.855400
P=0.0000008778
ff=0.0000045505

e=0.000600

b=336.493700
N=900.000022
M=214.485538
M1=206.166333
M2=8.319205
s1=81.489656
s2=107.518340
P=0.0000017831
ff=0.0000092436

e=0.000800

b=283.267100
N=900.000072
M=270.287195
M1=257.110656
M2=13.176539
s1=159.133426
s2=140.230673
P=0.0000028242
ff=0.0000146406

e=0.001000

b=254.936725
N=899.999990
M=322.598592
M1=304.297580
M2=18.301012
s1=243.247241
s2=172.542206
P=0.0000039225
ff=0.0000203345

e=0.001200

b=238.301675
N=900.000050
M=372.539953
M1=349.045700
M2=23.494254
s1=329.026634
s2=204.750562
P=0.0000050356
ff=0.0000261047

e=0.001400

b=227.969250
N=899.999932
M=420.236426
M1=391.584140
M2=28.652285
s1=413.953242
s2=237.011746
P=0.0000061412
ff=0.0000318359

e=0.001600

b=213.896350
N=900.000005
M=450.922567
M1=416.022672
M2=34.899894
s1=455.000000
s2=267.638190
P=0.0000074803
ff=0.0000387777

e=0.001800

b=196.746700
N=899.999965
M=465.669229
M1=422.984498
M2=42.684731
s1=455.000000
s2=295.958265
P=0.0000091488
ff=0.0000474275

e=0.002000

b=183.032375
N=900.000092
M=479.426334
M1=428.445190
M2=50.981145
s1=455.000000
s2=323.510800
P=0.0000109270
ff=0.0000566457

e=0.002200

b=171.821950
N=899.999953
M=492.553952
M1=432.815834
M2=59.738118
s1=455.000000
s2=350.372336
P=0.0000128040
ff=0.0000663757

e=0.002400

b=162.494100
N=900.000064
M=505.279934
M1=436.370109
M2=68.909825
s1=455.000000
s2=376.611631
P=0.0000147698
ff=0.0000765665


e=0.002600

b=154.618150
N=900.000051
M=517.752563
M1=439.297608
M2=78.454955
s1=455.000000
s2=402.290663
P=0.0000168156
ff=0.0000871722

e=0.002800

b=147.886200
N=900.000008
M=530.069585
M1=441.733553
M2=88.336031
s1=455.000000
s2=427.465659
P=0.0000189335
ff=0.0000981511


e=0.003000

b=142.072175
N=899.999956
M=542.295989
M1=443.777049
M2=98.518939
s1=455.000000
s2=452.187805
P=0.0000211160
ff=0.0001094655

e=0.003200

b=140.162600
N=899.999950
M=550.350219
M1=443.831647
M2=106.518572
s1=455.000000
s2=455.000000
P=0.0000228306
ff=0.0001183540

e=0.003400

b=139.184025
N=899.999993
M=557.435885
M1=443.464185
M2=113.971700
s1=455.000000
s2=455.000000
P=0.0000244281
ff=0.0001266352

e=0.003500

b=138.868000
N=900.000056
M=560.800334
M1=443.209529
M2=117.590806
s1=455.000000
s2=455.000000
P=0.0000252038
ff=0.0001306565