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'
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'
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F59dcf694-031d-4f76-a440-48333e300efe%2F44f03278-ae41-4432-ac20-23cde9635a03%2Fr0r1vjl_processed.png&w=3840&q=75)
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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