The support at A prevents rotation and horizontal displacement but permits vertical displacement. The shear plate at B is assumed to act as a hinge. Determine the moment at A and the reactions at Cand D, given that X= 4 kN-m. 4 kN X kN-m A В D 3 m 3 m- 4 m 6 m The moment at A is kN-m, and the direction is(Click to select) ♥ The magnitude of the reaction Cyis kN, and the direction is (Click to select) v The magnitude of the reaction Dyis kN, and the direction is (Click to select)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The support at A prevents rotation and horizontal displacement but permits vertical displacement. The shear plate at Bis assumed to
act as a hinge. Determine the moment at A and the reactions at Cand D, given that X= 4 kN:m.
4 kN
X kN-m
В
D
-3 m-
t-3 m→–4 m
6 m
The moment at A is
kN-m, and the direction is (Click to select)
The magnitude of the reaction Cyis
kN, and the direction is (Click to select) v
The magnitude of the reaction Dy is
kN, and the direction is (Click to select) ▼
Transcribed Image Text:The support at A prevents rotation and horizontal displacement but permits vertical displacement. The shear plate at Bis assumed to act as a hinge. Determine the moment at A and the reactions at Cand D, given that X= 4 kN:m. 4 kN X kN-m В D -3 m- t-3 m→–4 m 6 m The moment at A is kN-m, and the direction is (Click to select) The magnitude of the reaction Cyis kN, and the direction is (Click to select) v The magnitude of the reaction Dy is kN, and the direction is (Click to select) ▼
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