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Answer:
U Xb
10 5
10 5
10 1
=−
7
.
491909
×
in., U Zb
=
7
.
491909
×
in.,
=
1
.
254046
×
b
Global Nodal Forces
Element 1
Element 2
P Xa
P Za
M a
P Xb
P Zb
M b
749
.
78
P Xb
P Zb
M b
P Xc
P Zc
M c
749
.
78
.
.
749
78
749
78
249
.
78
500
.
00
=
=
749
.
78
749
.
78
749
.
78
749
.
78
500
.
00
249
.
78
Local Element Forces
Element 1
Element 2
N a
V a
M a
N b
V b
M b
N b
V b
M b
N c
V c
M c
749
.
78
749
.
78
749
.
78
749
.
78
249
.
78
500
.
00
=
=
749
.
78
749
.
78
749
.
78
749
.
78
500
.
00
249
.
78
5.46 Find the displacements at the nodes of the frame of Fig. P5.46.
FIGURE P5.46
Frame.
Answer:
Yc ] T
V
=
[ U Xb
U Zb
θ
U Xc
U Zc
θ
Yb
00554] T
=
[0
.
01146
0
.
01924
0
.
00820
0
.
00790
0
.
03459
0
.
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