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3. The vertical load carried by the simply supported beam in Fig. 3 increases consistently from zero at the left end to a maximum of 8000 N/m at the right end. Create diagrams for the bending moment and shearing force. R₁ (a) 0 5600 N mum 8000 N/m R₂ (1905xxx! R₁ 2.8 m 'T 8000 N/m mmm. 11 200 N 16800 N 1.4 m

3. The vertical load carried by the simply supported beam in Fig. 3 increases consistently from zero at the left end to a maximum of 8000 N/m at the right end. Create diagrams for the bending moment and shearing force. R₁ (a) 0 5600 N mum 8000 N/m R₂ (1905xxx! R₁ 2.8 m 'T 8000 N/m mmm. 11 200 N 16800 N 1.4 m

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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3. The vertical load carried by the simply supported beam in Fig. 3 increases consistently from zero at the left end to a maximum of 8000 N/m at the right end. Create diagrams for the bending moment and shearing force. R₁ (a) 0 5600 N mum 8000 N/m R₂ (1905xxx! R₁ 2.8 m 'T 8000 N/m mmm. 11 200 N 16800 N 1.4 m
Transcribed Image Text:3. The vertical load carried by the simply supported beam in Fig. 3 increases consistently from zero at the left end to a maximum of 8000 N/m at the right end. Create diagrams for the bending moment and shearing force. R₁ (a) 0 5600 N mum 8000 N/m R₂ (1905xxx! R₁ 2.8 m 'T 8000 N/m mmm. 11 200 N 16800 N 1.4 m
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