Determine the reactions at the supports. Assume the support at A is fixed and that at B is a roller. Take E = 29x10³ ksi. The Moment of inertia of each segment is shown in the figure. (By Using The Force Method) A 9 ft- IAB 30 k = 600 in 18 ft B 30 k IBC = 300 in | C 12 ft-

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Determine the reactions at the supports. Assume the
support at A is fixed and that at B is a roller. Take
E = 29x103 ksi. The Moment of inertia of each
segment is shown in the figure.
(By Using The Force Method)
A
9 ft-
IAB
30 k
= 600 in
18 ft
B
30 k
IBC= 300 in | C
12 ft-
Transcribed Image Text:Determine the reactions at the supports. Assume the support at A is fixed and that at B is a roller. Take E = 29x103 ksi. The Moment of inertia of each segment is shown in the figure. (By Using The Force Method) A 9 ft- IAB 30 k = 600 in 18 ft B 30 k IBC= 300 in | C 12 ft-
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