eam shown. Select By as the redundant reaction. E = 30000 ksi,I = 288 in4. b) tion to the applied forces, support B settles 0.5 in. vertically downward (requires on of the compatibility equation). A 12 ft B 2 k/ft 6 ft C 6 ft D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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1. a) Use the Force Method to determine the reactions and draw the shear and moment diagrams
for the beam shown. Select By as the redundant reaction. E=30000 ksi,I = 288 inª. b) Repeat,
if, in addition to the applied forces, support B settles 0.5 in. vertically downward (requires a
modification of the compatibility equation).
L
|
12 ft
B
6 ft C
2 k/ft
6 ft
D
Transcribed Image Text:1. a) Use the Force Method to determine the reactions and draw the shear and moment diagrams for the beam shown. Select By as the redundant reaction. E=30000 ksi,I = 288 inª. b) Repeat, if, in addition to the applied forces, support B settles 0.5 in. vertically downward (requires a modification of the compatibility equation). L | 12 ft B 6 ft C 2 k/ft 6 ft D
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