15. Compute the reaction forces at the supports. Ans. RA= 2121.32lb up left, RE = 6500lb up 1500 lb B 4 ft -3 ft- C 6 ft .. D 8000 lb -3 ft- 6 ft 4 ft

Structural Analysis
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Chapter2: Loads On Structures
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15. Compute the reaction forces at the supports.
Ans. RA= 2121.32lb up left, RE = 6500lb up
1500 lb B
4 ft
A
-3 ft-
C
6 ft
F
D
8000 lb
-3 ft-
6 ft
4 ft
E
Transcribed Image Text:15. Compute the reaction forces at the supports. Ans. RA= 2121.32lb up left, RE = 6500lb up 1500 lb B 4 ft A -3 ft- C 6 ft F D 8000 lb -3 ft- 6 ft 4 ft E
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