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0.8 m 643m 15 AN C LOM D VN 120

0.8 m 643m 15 AN C LOM D VN 120

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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15 AN 64Nm 120 LOM For the beam shown, determine the following: The maximum bending moment in the beam, Mmax = kN-m The maximum flexural stress in the beam, fbmax= MPa The bending moment at point B on the beam, MB = kN-m (2 decimals) The flexural stress at point B that is 25mm below the top of the beam section, fb25top= MPa (1 decimal), Tension (T) or compression (C)? = NA 100mm
Transcribed Image Text:15 AN 64Nm 120 LOM For the beam shown, determine the following: The maximum bending moment in the beam, Mmax = kN-m The maximum flexural stress in the beam, fbmax= MPa The bending moment at point B on the beam, MB = kN-m (2 decimals) The flexural stress at point B that is 25mm below the top of the beam section, fb25top= MPa (1 decimal), Tension (T) or compression (C)? = NA 100mm
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