第三问.txt

混凝土结构杆件的非线性计算

e=0.001800
eo=355.000144

b=261.639700
N=1296.689408
M=460.324740
s1=417.404958
s2=311.842171
e=0.002000
eo=355.000174

b=265.071000
N=1383.515181
M=491.147889
s1=452.601756
s2=347.183962
e=0.002200
eo=355.000179

b=256.699600
N=1421.229840
M=504.536593
s1=455.000000
s2=380.007698
e=0.002400
eo=355.000196

b=248.811800
N=1451.134232
M=515.152652
s1=455.000000
s2=412.479087
e=0.002600
eo=355.000180

b=242.062300
N=1477.165510
M=524.393756
s1=455.000000
s2=444.812744
e=0.002800
eo=355.000187

b=237.430075
N=1486.606013
M=527.745135
s1=455.000000
s2=455.000000
e=0.003000
eo=355.000176

b=234.074850
N=1487.186040
M=527.951044
s1=455.000000
s2=455.000000
e=0.003200
eo=355.000173

b=231.326125
N=1485.371283
M=527.306806
s1=455.000000
s2=455.000000
e=0.003400
eo=355.000196

b=229.097075
N=1481.401086
M=525.897386
s1=455.000000
s2=455.000000
e=0.003500
eo=355.000176

b=228.155475
N=1478.669962
M=524.927837
s1=455.000000
s2=455.000000