ө ө D |E [0.5 m B Н –1.5 m– -1m→|+1 m- -1 m→-1.5 m→

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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Solve Prob. 7.53 when 0=60°.
(Reference to Problem 7.53):
Two small channel sections DF and EH have been welded to the uniform beam AB of weight W = 3 kN to form the rigid structural member shown. This member is being lifted by two cables attached at D and E . Knowing that 0= 30° and neglecting the weight of the channel sections, (a) draw the shear and bending-moment diagrams for beam AB, (b) determine the maximum absolute values of the shear and bending moment in the beam.

ө
ө
D
|E
[0.5 m
B
Н
–1.5 m–
-1m→|+1 m-
-1 m→-1.5 m→
Transcribed Image Text:ө ө D |E [0.5 m B Н –1.5 m– -1m→|+1 m- -1 m→-1.5 m→
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