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TUATION IV (9-10) The beam AB shown in the figure supports a uniform loa ting all over half the length of the beam. The beam rests oduces a uniformly distributed load W over the entire leng 3000 N/m

TUATION IV (9-10) The beam AB shown in the figure supports a uniform loa ting all over half the length of the beam. The beam rests oduces a uniformly distributed load W over the entire leng 3000 N/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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SITUATION IV (9-10) The beam AB shown in the figure supports a uniform load of intensity 3000N/m acting all over half the length of the beam. The beam rests on a foundation that produces a uniformly distributed load W over the entire length. A ㅏ Option 1 0.80 m 2000 N 9. Compute the value of Vato be in equilibrium. 1500 N 1250 N 3000 N/m 1750 N W 1.60 m +0.80 m they 0987 BERNABANDER B
Transcribed Image Text:SITUATION IV (9-10) The beam AB shown in the figure supports a uniform load of intensity 3000N/m acting all over half the length of the beam. The beam rests on a foundation that produces a uniformly distributed load W over the entire length. A ㅏ Option 1 0.80 m 2000 N 9. Compute the value of Vato be in equilibrium. 1500 N 1250 N 3000 N/m 1750 N W 1.60 m +0.80 m they 0987 BERNABANDER B
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 Compute the maximum moment of the beam.

a. 690 kN.m
b. 860 kN.m
c. 960 kN.m
d. 890 kN.m
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