第四问.7.txt

混凝土结构杆件的非线性计算

e=0.000400

b=362.060100
N=700.000098
M=151.051677
M1=147.042619
M2=4.009058
s1=44.841152
s2=72.266477
P=0.000001.1048
ff=0.0000057272

e=0.000600

b=276.455300
N=700.000082
M=211.129975
M1=203.254271
M2=7.875704
s1=125.247604
s2=104.807671
P=0.000002.1703
ff=0.0000112510

e=0.000800

b=239.537375
N=700.000082
M=266.871233
M1=254.751871
M2=12.119361
s1=217.394133
s2=136.621602
P=0.000003.3398
ff=0.0000173134

e=0.001000

b=220.476675
N=700.000096
M=320.359453
M1=303.900569
M2=16.458884
s1=312.525872
s2=168.250610
P=0.000004.5356
ff=0.0000235127

e=0.001200

b=209.666975
N=700.000000
M=371.551561
M1=350.782625
M2=20.768936
s1=406.739907
s2=199.936466
P=0.000005.7234
ff=0.0000296699

e=0.001400

b=194.962000
N=700.000090
M=404.190970
M1=378.132969
M2=26.058001
s1=455.000000
s2=229.733794
P=0.0000071809
ff=0.0000372257

e=0.001600

b=176.254250
N=699.999971
M=417.399929
M1=384.458425
M2=32.941504
s1=455.000000
s2=256.455433
P=0.0000090778
ff=0.0000470593

e=0.001800

b=161.717400
N=700.000099
M=429.634458
M1=389.243999
M2=40.390459
s1=455.000000
s2=282.086306
P=0.0000111305
ff=0.0000577007

e=0.002000

b=150.107775
N=700.000056
M=441.304860
M1=392.955599
M2=48.349261
s1=455.000000
s2=306.733679
P=0.0000133238
ff=0.0000690704

e=0.002200

b=140.633075
N=699.999970
M=452.656609
M1=395.889308
M2=56.767300
s1=455.000000
s2=330.495177
P=0.0000156435
ff=0.0000810961

e=0.002400

b=132.764325
N=699.999971
M=463.840620
M1=398.242275
M2=65.598345
s1=455.000000
s2=353.459983
P=0.0000180771
ff=0.0000937119

e=0.002600

b=126.134650
N=700.000046
M=474.950896
M1=400.150831
M2=74.800065
s1=455.000000
s2=375.709751
P=0.0000206129
ff=0.0001068572

e=0.002800

b=120.481450
N=700.000080
M=486.045868
M1=401.712221
M2=84.333646
s1=455.000000
s2=397.319355
P=0.0000232401
ff=0.0001204766

e=0.003000

b=115.611725
N=700.000086
M=497.161029
M1=402.997569
M2=94.163460
s1=455.000000
s2=418.357524
P=0.0000259489
ff=0.0001345192

e=0.003200

b=111.380350
N=699.999986
M=508.316921
M1=404.060111
M2=104.256810
s1=455.000000
s2=438.887326
P=0.0000287304
ff=0.0001489383

e=0.003400

b=108.254250
N=700.000048
M=518.696051
M1=404.724360
M2=113.971692
s1=455.000000
s2=455.000000
P=0.0000314075
ff=0.0001628167

e=0.003500

b=108.008450
N=700.000080
M=522.161109
M1=404.570309
M2=117.590800
s1=455.000000
s2=455.000000
P=0.0000324049
ff=0.0001679869