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The compound beam shown has internal pin at point B. 150 lb |200 lb/t 85 lb/ft 3 120 b/t B. 2.5 ft 1ft 2 ft 4.5 ft (a) Determine the vertical reaction at point C. (b) Determine the moment reaction at point A. (c) Determine vertical reaction at point A. (d) Determine the horizontal reaction at point A.

The compound beam shown has internal pin at point B. 150 lb |200 lb/t 85 lb/ft 3 120 b/t B. 2.5 ft 1ft 2 ft 4.5 ft (a) Determine the vertical reaction at point C. (b) Determine the moment reaction at point A. (c) Determine vertical reaction at point A. (d) Determine the horizontal reaction at point A.

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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QUESTION 6 The compound beam shown has internal pin at point B. 150 lb |200 lb/ft 5/4 85 lb/ft 3 120 b/ft B. 1ft 2 ft 2.5 ft 4.5 ft (a) Determine the vertical reaction at point C. (b) Determine the moment reaction at point A. (c) Determine vertical reaction at point A. (d) Determine the horizontal reaction at point A.
Transcribed Image Text:QUESTION 6 The compound beam shown has internal pin at point B. 150 lb |200 lb/ft 5/4 85 lb/ft 3 120 b/ft B. 1ft 2 ft 2.5 ft 4.5 ft (a) Determine the vertical reaction at point C. (b) Determine the moment reaction at point A. (c) Determine vertical reaction at point A. (d) Determine the horizontal reaction at point A.
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