2- Analyze the beam shown below due to the applied loads, a settlement of B of 1.2" and an initial rotation at D of .8 degrees CW. E=30000 ksi, I = 150 in 2 k/ft A A EI 12' B 60 k.ft ? EI C 8'

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2-Analyze the beam shown below due to the applied loads, a settlement of B of 1.2" and an initial
rotation at D of .8 degrees CW.
E = 30000 ksi, I = 150 in
A
A+
2 k/ft
EI
12'
B
60 k. ft
EI C
8'
H
D
Transcribed Image Text:2-Analyze the beam shown below due to the applied loads, a settlement of B of 1.2" and an initial rotation at D of .8 degrees CW. E = 30000 ksi, I = 150 in A A+ 2 k/ft EI 12' B 60 k. ft EI C 8' H D
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