Civil Engineering Reference
In-Depth Information
Table 5.7.
Example 5.3 Member stiffness, member 2
K
L
1155.6
0.0
0.0
0.0
0.0
−
1155.6
0.0
5.8
0.0
0.0
1001.6
−
5.8
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1155.6
0.0
0.0
−
1155.6
0.0
−
5.8
0.0
0.0
5.8
−
1001.6
0.0
1001.6
0.0
0.0
173343.8
−
1001.6
a
−
0.832050294
−
0.554700196
0
0
0
0
0.554700196
−
0.832050294
0
0
0
0
0
0
1
0
0
0
0
0
0
−
0.832050294
−
0.554700196
0
0
0
0
0.554700196
−
0.832050294
0
0
0
0
0
0
1
a
T
0.554700196
0
0
0
0
−
0.832050294
−
0.554700196
−
0.832050294
0
0
0
0
0
0
1
0
0
0
0
0
0
−
0.832050294
0.554700196
0
0
0
0
0
−
0.554700196
−
0.832050294
0
0
0
0
0
1
K
G
801.8
530.7
0.0
-801.8
-530.7
555.6
530.7
359.6
0.0
-530.7
-359.6
-833.4
0.0
0.0
0.0
0.0
0.0
0.0
-801.8
-530.7
0.0
801.8
530.7
-555.6
-530.7
-359.6
0.0
530.7
359.6
833.4
555.6
-833.4
0.0
-555.6
833.4
173343.8
==
(
)
=
0 125
.
k/in
240
in
wL
FEP
15
k
42
2
2
(
in
)
2
0 125
.
k/in
240
wL
2
FEM
=
=
=
600
k-in
42
12
12
==
(
)
=
0.125k/in 240in
2
wL
FEP
15
k
24
2
(
)
=−
2
0.125k/in 240in
12
wL
2
FEM
=−
=−
600
k-in
24
12
==
(
)
=
0.125k/in 144in
2
wL
FEP
9
k
21
2
(
)
2
2
0.125k/in 144in
12
wL
FEM
=
=
=
216
k-in
21
12
