50 k 2 k/ft 10 ft 3 k/ft 24 ft 12 ft -12 ft- 8. The vertical support reaction at hinge is b. 61.28k 9. The vertical support reaction at roller is b. 61.28k 1 a. 85.93k c. 48.72k d. 61.28k 85.93k c. 48.72k T d. 61.28k а.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter8: Influence Lines
Section: Chapter Questions
Problem 10P
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50 k
2 k/ft
10 ft
3 k/ft
-24 ft
12 ft
-12 ft-
8. The vertical support reaction at hinge is
b. 61.28k
9. The vertical support reaction at roller is
b. 61.28k 1
a. 85.93k
c. 48.72k
d. 61.28k
85.93k
c. 48.72k T
d. 61.28k
а.
Transcribed Image Text:50 k 2 k/ft 10 ft 3 k/ft -24 ft 12 ft -12 ft- 8. The vertical support reaction at hinge is b. 61.28k 9. The vertical support reaction at roller is b. 61.28k 1 a. 85.93k c. 48.72k d. 61.28k 85.93k c. 48.72k T d. 61.28k а.
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9781337630931
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KASSIMALI, Aslam.
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Cengage,