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Determine the maximum tensile bending stresses in the beam shown. Let P = 15 = 100 × 106 mmª P kN/m 2. NA 130 mm 6 m B 200 mm 2P kN 6-X - 4n メEam -4P - GP

Determine the maximum tensile bending stresses in the beam shown. Let P = 15 = 100 × 106 mmª P kN/m 2. NA 130 mm 6 m B 200 mm 2P kN 6-X - 4n メEam -4P - GP

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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Determine the maximum tensile bending stresses in the beam shown. Let P = 15

Determine the maximum tensile bending stresses in the beam shown. Let P = 15 = 100 × 106 mmª P kN/m 2. NA 130 mm 6 m B 200 mm 2P kN 6 -X = 4n -4P - GP
Transcribed Image Text:Determine the maximum tensile bending stresses in the beam shown. Let P = 15 = 100 × 106 mmª P kN/m 2. NA 130 mm 6 m B 200 mm 2P kN 6 -X = 4n -4P - GP
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