Determine the moments acting at the ends of each member. Assume the supports at A and Dare fixed. The moment of inertia of each member is indicated in the figure. E = 29(10°) ksi. Prob. 11-24 6 k/ft Isc = 1200 in C 10 ft IcD = 600 in D 15 ft LAB= 800 in 24 ft
Determine the moments acting at the ends of each member. Assume the supports at A and Dare fixed. The moment of inertia of each member is indicated in the figure. E = 29(10°) ksi. Prob. 11-24 6 k/ft Isc = 1200 in C 10 ft IcD = 600 in D 15 ft LAB= 800 in 24 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine The Moments Acting At The Ends Of Each Member. Assume The Supports At A And D Are Fixed. The Moment Of each member is indicated in the figure. E = 29 X 10^3 Ksi.

Transcribed Image Text:Determine the moments acting at the ends of each member. Assume the supports at A and D are
fixed. The moment of inertia of each member is indicated in the figure. E = 29(103) ksi.
Prob. 11-24
6 k/ft
Ipc = 1200 in
C
IcD = 600 in
D
10 ft
15 ft
TAB 800 in
24 ft
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