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Handwritten only,No ai. Determine the vertical support reaction at pin A. 50 lb/ft A B O 150.0 lb (upward) O 63.7 lb (downward) O 96.7 lb (upward) O 221.7 lb (upward) O 53.3 lb (downward) A 6 ft 4 ft 2 ft 80 lb

Handwritten only,No ai. Determine the vertical support reaction at pin A. 50 lb/ft A B O 150.0 lb (upward) O 63.7 lb (downward) O 96.7 lb (upward) O 221.7 lb (upward) O 53.3 lb (downward) A 6 ft 4 ft 2 ft 80 lb

International Edition---engineering Mechanics: Statics, 4th Edition
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter4: Coplanar Equilibrium Analysis
Section: Chapter Questions
Problem 4.89P: Compute the magnitude of the pin reaction at B. Neglect the weights of the structural members.
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Handwritten only,No ai. Determine the vertical support reaction at pin A. 50 lb/ft A B O 150.0 lb (upward) O 63.7 lb (downward) O 96.7 lb (upward) O 221.7 lb (upward) O 53.3 lb (downward) A 6 ft 4 ft 2 ft 80 lb
Transcribed Image Text:Handwritten only,No ai. Determine the vertical support reaction at pin A. 50 lb/ft A B O 150.0 lb (upward) O 63.7 lb (downward) O 96.7 lb (upward) O 221.7 lb (upward) O 53.3 lb (downward) A 6 ft 4 ft 2 ft 80 lb
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