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The horizontal reaction at B is? a. 6.96 kN going to the right b. 6.96 kN going to the left c. 15.02 kN going to the right d. 15.02 kN going to the left   The reaction at hinge C is?   a. 5 kN going downward and upward b. 7 kN going downward and upward c. 10 kN going downward and upward d. 12 kN going downward and upward

The horizontal reaction at B is? a. 6.96 kN going to the right b. 6.96 kN going to the left c. 15.02 kN going to the right d. 15.02 kN going to the left   The reaction at hinge C is?   a. 5 kN going downward and upward b. 7 kN going downward and upward c. 10 kN going downward and upward d. 12 kN going downward and upward

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The horizontal reaction at B is?

a. 6.96 kN going to the right
b. 6.96 kN going to the left
c. 15.02 kN going to the right
d. 15.02 kN going to the left
 
The reaction at hinge C is?
 
a. 5 kN going downward and upward
b. 7 kN going downward and upward
c. 10 kN going downward and upward
d. 12 kN going downward and upward
30 kN HA A VA 40 KN 30° 30° 20 m 30% 30% hinge 50 KN 30 30° 20 m 777 B VB 60 KN HB
Transcribed Image Text:30 kN HA A VA 40 KN 30° 30° 20 m 30% 30% hinge 50 KN 30 30° 20 m 777 B VB 60 KN HB
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