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A beam with S = 1,050 x 103 mm3, carries uniformly distributed load W1 and a concentrated load P1. Determine loads W %3D and P if the flexural stress is limited to “X" MPa. SET Wi, P1, kN L1, m L2=L3, m o (“X"), LN/m MPa В 3W W 1 145 L1 L2 L3 5.

A beam with S = 1,050 x 103 mm3, carries uniformly distributed load W1 and a concentrated load P1. Determine loads W %3D and P if the flexural stress is limited to “X" MPa. SET Wi, P1, kN L1, m L2=L3, m o (“X"), LN/m MPa В 3W W 1 145 L1 L2 L3 5.

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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A beam with S = 1,050 x 103 mm³, carries uniformly distributed load W1 and a concentrated load P1. Determine loads W and P if the flexural stress is limited to “X" MPa. SET W1, P1, kN L1, m L2=L3, m o (“X"), LN/m. MPa В 3W W 3 1 145 L1 3. L3 5. L2
Transcribed Image Text:A beam with S = 1,050 x 103 mm³, carries uniformly distributed load W1 and a concentrated load P1. Determine loads W and P if the flexural stress is limited to “X" MPa. SET W1, P1, kN L1, m L2=L3, m o (“X"), LN/m. MPa В 3W W 3 1 145 L1 3. L3 5. L2
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