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

Fundamentals Of Construction Estimating
4th Edition
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Pratt, David J.
Chapter3: Measuring Quantities Generally
Section: Chapter Questions
Problem 15RQ
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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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