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Problem 1 For the shown problem below with the given cross-sectional area (on the right) (1) Plot V&M diagram using graphic method (2) Calculate flexural stress om at 1' from A (3) Calculate flexural stress on at 6' from A 4" (4) Calculate flexural stress on at 8' from A (5) Calculate flexural stress om at 13' from A (6) Plot stress distribution at 3.4' from A Note: identify tension or compression for the calculated flexural stresses 1". 3000 Ib 800 Ib/ft 500 lb/ft 1" 2'

Problem 1 For the shown problem below with the given cross-sectional area (on the right) (1) Plot V&M diagram using graphic method (2) Calculate flexural stress om at 1' from A (3) Calculate flexural stress on at 6' from A 4" (4) Calculate flexural stress on at 8' from A (5) Calculate flexural stress om at 13' from A (6) Plot stress distribution at 3.4' from A Note: identify tension or compression for the calculated flexural stresses 1". 3000 Ib 800 Ib/ft 500 lb/ft 1" 2'

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 1 For the shown problem below with the given cross-sectional area (on the right) (1) Plot V&M diagram using graphic method (2) Calculate flexural stress om at 1' from A (3) Calculate flexural stress on at 6' from A 4" (4) Calculate flexural stress on at 8' from A (5) Calculate flexural stress om at 13' from A (6) Plot stress distribution at 3.4' from A Note: identify tension or compression for the calculated flexural stresses 1". 3000 Ib 800 Ib/ft 500 lb/ft 1" 2'
Transcribed Image Text:Problem 1 For the shown problem below with the given cross-sectional area (on the right) (1) Plot V&M diagram using graphic method (2) Calculate flexural stress om at 1' from A (3) Calculate flexural stress on at 6' from A 4" (4) Calculate flexural stress on at 8' from A (5) Calculate flexural stress om at 13' from A (6) Plot stress distribution at 3.4' from A Note: identify tension or compression for the calculated flexural stresses 1". 3000 Ib 800 Ib/ft 500 lb/ft 1" 2'
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