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100 KN 100KN 50KN-M 50KN-M ース-ス+2m+ 2 + Figure 3 . For the beam shown in figure 3:- 1-Determine reactions (use moment area method) 2- Draw shear force diagram and bending moment diagram. 3- If the section of the beam is a rectangle 250mm wide and 400mm deep, calculate the maximum bending stress in the section.

100 KN 100KN 50KN-M 50KN-M ース-ス+2m+ 2 + Figure 3 . For the beam shown in figure 3:- 1-Determine reactions (use moment area method) 2- Draw shear force diagram and bending moment diagram. 3- If the section of the beam is a rectangle 250mm wide and 400mm deep, calculate the maximum bending stress in the section.

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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100 KN 100KN 50KN-M 50KN-M ース-ス+2m+ 2 + Figure 3 .
Transcribed Image Text:100 KN 100KN 50KN-M 50KN-M ース-ス+2m+ 2 + Figure 3 .
For the beam shown in figure 3:- 1-Determine reactions (use moment area method) 2- Draw shear force diagram and bending moment diagram. 3- If the section of the beam is a rectangle 250mm wide and 400mm deep, calculate the maximum bending stress in the section.
Transcribed Image Text:For the beam shown in figure 3:- 1-Determine reactions (use moment area method) 2- Draw shear force diagram and bending moment diagram. 3- If the section of the beam is a rectangle 250mm wide and 400mm deep, calculate the maximum bending stress in the section.
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