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600 lb 600 lb 600 lb D 300 lb F 300 lb B 2 ft 4 in. 6 ft A C E| H. -8 ft 8 ft 8 ft -8 ft -8 ft- For the reaction of the supports: Ay = Hx = Hy = For the Internal force of each members: AB = AC = BC = BD = BE = CE = DE = DF = EF = EG = FH = FG = GH = si

600 lb 600 lb 600 lb D 300 lb F 300 lb B 2 ft 4 in. 6 ft A C E| H. -8 ft 8 ft 8 ft -8 ft -8 ft- For the reaction of the supports: Ay = Hx = Hy = For the Internal force of each members: AB = AC = BC = BD = BE = CE = DE = DF = EF = EG = FH = FG = GH = si

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Messenger 9:20 PM © O 26% A cdn.fbsbx.com 600 lb 2. 600 lb 600 lb D 300 lb B. F 2 ft 4 in. 300 lb 6 ft A C E Н. -8 ft 8 ft -8 ft- 8 ft For the reaction of the supports: Hx = Ay = Hy = For the Internal force of each members: AB = AC = BC = BD = BE = CE = DE = DF = EF = EG = FH = FG = GH = 3. 600 lb A 300 lb 300 lb 6 ft B E
Transcribed Image Text:Messenger 9:20 PM © O 26% A cdn.fbsbx.com 600 lb 2. 600 lb 600 lb D 300 lb B. F 2 ft 4 in. 300 lb 6 ft A C E Н. -8 ft 8 ft -8 ft- 8 ft For the reaction of the supports: Hx = Ay = Hy = For the Internal force of each members: AB = AC = BC = BD = BE = CE = DE = DF = EF = EG = FH = FG = GH = 3. 600 lb A 300 lb 300 lb 6 ft B E
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