E=29,000 kips per square inch I=144 in JA B 12 feet 15 feet

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Show full and clear solutions. Use the THREE-MOMENT EQUATION to answer the following question(s).

In the structure shown, support A rotates CCW of 3.0x10-3 radians. Support C settles by 0.8 inches.

1. Make the shear force diagram 

2. Make the bending moment diagram

 

E=29,000 kips per square inch
I=144 in
A
B
12 feet
15 feet
Transcribed Image Text:E=29,000 kips per square inch I=144 in A B 12 feet 15 feet
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