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Problem 2 4" For the problem below, 600 lb (1) Plot V&M diagram using graphic method (2) Calculate shear stress 300 Ib/ft Tm and tn at 8' from A (3) Plot shear stress B 200 lb/ft DA 8" 10' 5' distribution at 18' 6' 900 lb 1500 lb from A 1" Note: the uniformly distributed load 200 lb/ft is upwards and 300 Ib/ft is downwards 5600 ft-lb 3500 ft-lb

Problem 2 4" For the problem below, 600 lb (1) Plot V&M diagram using graphic method (2) Calculate shear stress 300 Ib/ft Tm and tn at 8' from A (3) Plot shear stress B 200 lb/ft DA 8" 10' 5' distribution at 18' 6' 900 lb 1500 lb from A 1" Note: the uniformly distributed load 200 lb/ft is upwards and 300 Ib/ft is downwards 5600 ft-lb 3500 ft-lb

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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Problem 2 4" For the problem below, 600 lb (1) Plot V&M diagram using graphic method (2) Calculate shear stress 300 Ib/ft Tm and tn at 8' from A (3) Plot shear stress B 200 lb/ft DA 8" 10' 5' distribution at 18' 6' 900 lb 1500 lb from A 1" Note: the uniformly distributed load 200 lb/ft is upwards and 300 Ib/ft is downwards 5600 ft-lb 3500 ft-lb
Transcribed Image Text:Problem 2 4" For the problem below, 600 lb (1) Plot V&M diagram using graphic method (2) Calculate shear stress 300 Ib/ft Tm and tn at 8' from A (3) Plot shear stress B 200 lb/ft DA 8" 10' 5' distribution at 18' 6' 900 lb 1500 lb from A 1" Note: the uniformly distributed load 200 lb/ft is upwards and 300 Ib/ft is downwards 5600 ft-lb 3500 ft-lb
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