Assignment___14__3.5_E_-_H - CIVE 335 Date Assignment 14...

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Unformatted text preview: CIVE 335 Date 10/23/08 Assignment # 14 Problem 3.5. E p. 91 NAME (Last, First) 3.5.E Draw the shear and bending moment diagrams for the beams, indicating all critical values for the diagram. 500 lb 600 lb 400 lb = 1,500 lb 4' 3' 5' =- (500 lb x 12' - (600 lb x 8")- (400 lb x 5') + =- 6,000 ft-lb- 4,800 ft-lb- 2,000 ft-lb + =-12,800 ft-lb + = = 12,800 ft-lb- 500 lb- 600 lb- 400 lb =- 1,500 lb = = 1,500 lb Shear Diagram-500 lb Maximum Shear = - 1,500 lb-1,100 lb-1,500 lb Moment Diagram- 2,000 ft-lb Maximum Moment =- 12,800 ft-lb- 5,300 ft-lb- 12,800 ft-lb =- 500 lb x 4' =- 2,000 ft-lb =- 1,100 lb x 3' =- 3,300 ft-lb =-1,500 lb x 5' =- 4,500 ft-lb = 12,800 ft-lb Check: =-2,000 ft-lb +- 3,300 ft-lb +- 4,500 ft-lb + 12,800 ft-lb = ∑ F y = 0 R o M o ∑ F y R o R o ∑ M R o = 0 M o M o M o M o R o R o R o M (x = 8-12') M (x = 5-8') M (x = 0-3') M o M (x = 0,12) CIVE 335 Date 10/23/08 Assignment # 14 Problem 3.5. F p. 91 NAME (Last, First) 3.5.F Draw the shear and bending moment diagrams for the beams, indicating all critical values for the diagram.Draw the shear and bending moment diagrams for the beams, indicating all critical values for the diagram....
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This note was uploaded on 03/27/2012 for the course CIVE 335 taught by Professor Desormeaux during the Spring '12 term at University of Louisiana at Lafayette.

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Assignment___14__3.5_E_-_H - CIVE 335 Date Assignment 14...

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