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) Me & A -9 ft- 30 k TAB= 600 in 18 ft 30 k B IBC-300 in C 12 ft-

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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)
te
M
A
-9 ft-
30 k
AB= 600 in
18 ft
30 k
Blac-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) te M A -9 ft- 30 k AB= 600 in 18 ft 30 k Blac-300 in C 12 ft-
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