Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Determine the reactions at the beam supports for the given loading if F1= 510 Ib/ft. F1 600 lb/ft A |D В C -3 ft 6 ft 2 ft The reaction at Cis * Ib. 1 The reaction at B is * Ib. ↑
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Transcribed Image Text:Determine the reactions at the beam supports for the given loading if F1= 510 Ib/ft. F1 600 lb/ft A |D В C -3 ft 6 ft 2 ft The reaction at Cis * Ib. 1 The reaction at B is * Ib. ↑
Determine the reactions at the beam supports for the given loading if F1= 510 lb/ft. F1 600 lb/ft A D В C E3 ft- 6 ft 2 ft The reaction at Cis 2345 ± 2% lb.↑ The reaction at B is 1420 ± 2% lb. ↑
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Transcribed Image Text:Determine the reactions at the beam supports for the given loading if F1= 510 lb/ft. F1 600 lb/ft A D В C E3 ft- 6 ft 2 ft The reaction at Cis 2345 ± 2% lb.↑ The reaction at B is 1420 ± 2% lb. ↑
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