15 kips 15 kips A B в C D 60 in.- 40 in. 40 in.

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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Draw the shear and moment diagram
Determine the-moment of inero
Determine the-bending ar lep
pomA, and atne mid span
3 in. 3 in. 3 in.
6 in.
2 in.
15 kips
15 kips
A
B
C
60 in.-
40 in.
40 in.
Transcribed Image Text:Draw the shear and moment diagram Determine the-moment of inero Determine the-bending ar lep pomA, and atne mid span 3 in. 3 in. 3 in. 6 in. 2 in. 15 kips 15 kips A B C 60 in.- 40 in. 40 in.
Expert Solution
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let vertical support reactions are VA& VD Fv=0VA+VD =30VA=VD=302=15 kips due to symmetric loading Shear forceSF at A=VA=15SF at B=VA-15=0SF At right side of C=VA-15-15=-15 kips

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