3-For the timber beam and loading shown, determine (a) the slope at end A, (b) the deflection at the midpoint C. Use E = 1.6 x 10° psi. j* ) 3 kips 3.5 in. 350 lb/ft B D 5.5 in. -3.5 ft 1.75 ft 1.75 ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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use superposition 

3-For the timber beam and loading shown, determine (a) the
slope at end A, (b) the deflection at the midpoint C. Use E =
1.6 X 10° psi. )
3 kips
3.5 in.
350 lb/ft
BY
A
D
5.5 in.
3.5 ft
'1.75 ft 1.75 ft
Transcribed Image Text:3-For the timber beam and loading shown, determine (a) the slope at end A, (b) the deflection at the midpoint C. Use E = 1.6 X 10° psi. ) 3 kips 3.5 in. 350 lb/ft BY A D 5.5 in. 3.5 ft '1.75 ft 1.75 ft
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