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In the figure below, the trusses are all stable. Compute the magnitude of reaction at C in kips. E C link truss 1 truss 2 15' 40' 20' 15' B link D 20' 24 kips 60 kips k 20'– 20' –k- 20' 20´: A) 16.64 (в) 31.15 52.06 D) 61.54 25.60 F) 38.40 G) 46.15 H) 40.83

In the figure below, the trusses are all stable. Compute the magnitude of reaction at C in kips. E C link truss 1 truss 2 15' 40' 20' 15' B link D 20' 24 kips 60 kips k 20'– 20' –k- 20' 20´: A) 16.64 (в) 31.15 52.06 D) 61.54 25.60 F) 38.40 G) 46.15 H) 40.83

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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In the figure below, the trusses are all stable. Compute the magnitude of reaction at C in kips. E link truss 1 truss 2 15' 40' 20' 15' В link D 20' 24 kips 60 kips A – 20' 20'te 20' te– 20' +te– 20' A) 16.64 в) 31.15 52.06 D) 61.54 E) 25.60 F) 38.40 G) 46.15 H) 40.83
Transcribed Image Text:In the figure below, the trusses are all stable. Compute the magnitude of reaction at C in kips. E link truss 1 truss 2 15' 40' 20' 15' В link D 20' 24 kips 60 kips A – 20' 20'te 20' te– 20' +te– 20' A) 16.64 в) 31.15 52.06 D) 61.54 E) 25.60 F) 38.40 G) 46.15 H) 40.83
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