Civil Engineering Reference
In-Depth Information
Table 5.4. Example 5.3 Member stiffness, member 4
K L
833.3
0.0
0.0
0.0
0.0
− 833.3
0.0
8.7
1041.7
0.0
1041.7
− 8.7
0.0
1041.7
166666.7
0.0
83333.3
− 1041.7
0.0
0.0
833.3
0.0
0.0
− 833.3
0.0
0.0
8.7
− 8.7
− 1041.7
− 1041.7
0.0
1041.7
83333.3
0.0
− 1041.7
166666.7
a
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
a T
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
K G
833.3
0.0
0.0
0.0
0.0
− 833.3
0.0
8.7
1041.7
0.0
1041.7
− 8.7
0.0
1041.7
166666.7
0.0
83333.3
− 1041.7
0.0
0.0
833.3
0.0
0.0
− 833.3
0.0
0.0
8.7
− 8.7
− 1041.7
− 1041.7
0.0
1041.7
83333.3
0.0
166666.7
− 1041.7
AE
L
AE
L
0
0
−
0
0
3
EI
L
00 3
EI
L
3
EI
L
0
z
−
z
z
3
3
2
0
0 00 0
0
[
] =
K
AE
L
AE
L
m
−
0
0
0
0
3
EI
L
00 3
EI
L
3
EI
L
0
−
z
z
−
z
3
3
2
3
EI
L
00 3
EI
L
3
EI
L
z
z
z
0
−
2
2
 
Previous Page
Next Page
Numerical Structural Analysis
Search WWH ::




Custom Search
Home