B.Solve Deviation of A with respect to tangent at Point C 80 lb/ft B C y R = 640/3 lb R 320/3 lb %3D 2 ft 4 ft 8/3' 4/3'2560/3 lb-ft 640/3 lb ft 2/3' 2nd degree -640 lb ft 3'

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Theorems of moment area
3.Solve Deviation of A with respect to tangent at Point C
80 lb/ft
y
tB/C
R = 640/3 lb
R 320/3 lb
tac
2 ft
4 ft
8/3'
4/3'
12560/3 lb-ft
640/3 lb ft
2/3'
2nd degree
640 lb-ft
3'
Transcribed Image Text:3.Solve Deviation of A with respect to tangent at Point C 80 lb/ft y tB/C R = 640/3 lb R 320/3 lb tac 2 ft 4 ft 8/3' 4/3' 12560/3 lb-ft 640/3 lb ft 2/3' 2nd degree 640 lb-ft 3'
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