Determine the internal moments at each joint of the frame shown in Fig. a. The moment of inertia I for each member is given in the figure. Take E = 29(10) ksi.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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EXAMPLE 8.3.2
6k
I in
3k/t
Determine the internal moments at each joint of
the frame shown in Fig. a. The moment of inertia
I for each member is given in the figure. Take E
= 29(10) ksi.
B
800 in
650 in
8 ft
-12 ft-
Solution
15 t
400 in
200 in
04 = 0
WAB = W BC= WCD = YCE = 0, since no sidesway
will occur.
(a)
Transcribed Image Text:EXAMPLE 8.3.2 6k I in 3k/t Determine the internal moments at each joint of the frame shown in Fig. a. The moment of inertia I for each member is given in the figure. Take E = 29(10) ksi. B 800 in 650 in 8 ft -12 ft- Solution 15 t 400 in 200 in 04 = 0 WAB = W BC= WCD = YCE = 0, since no sidesway will occur. (a)
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