12-14. Determine the internal moments acting at each joint. Assume A, D, and E are pinned and B and C are fixed joints. The moment of inertia of each member is listed in the figure. E = 29(10³) ksi. FA -6 ft- B 4 k/ft D ABC = 800 in4 18 ft. IBD = 600 in4 4 ICE = 1000 in Prob. 12-14 C E 6 ft 6 ft 20 k

Structural Analysis
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12-14. Determine the internal moments acting at each
joint. Assume A, D, and E are pinned and B and C are fixed
joints. The moment of inertia of each member is listed in the
figure. E = 29(10³) ksi.
A
6 ft-
4 k/ft
B IABC = 800 inª
18 ft-
IBD = 600 in 4
D
ICE = 1000 in 4
Prob. 12-14
E
6 ft
+$
6 ft
20 k
Transcribed Image Text:12-14. Determine the internal moments acting at each joint. Assume A, D, and E are pinned and B and C are fixed joints. The moment of inertia of each member is listed in the figure. E = 29(10³) ksi. A 6 ft- 4 k/ft B IABC = 800 inª 18 ft- IBD = 600 in 4 D ICE = 1000 in 4 Prob. 12-14 E 6 ft +$ 6 ft 20 k
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