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A 6-m simple beam is carrying a uniform load of 25 kN/m over the entire beam with two-point loads 15 kN at 1.5 m from both ends. If E = 200 Gpa and I = 0.000332 m4, determine the following using Moment Area by Parts: a.) Midspan deflection b.) Deflection at 1.5 m from the left reaction.

A 6-m simple beam is carrying a uniform load of 25 kN/m over the entire beam with two-point loads 15 kN at 1.5 m from both ends. If E = 200 Gpa and I = 0.000332 m4, determine the following using Moment Area by Parts: a.) Midspan deflection b.) Deflection at 1.5 m from the left reaction.

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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A 6-m simple beam is carrying a uniform load of 25 kN/m over the entire beam with two-point loads 15 kN at 1.5 m from both ends. If E = 200 Gpa and I = 0.000332 m4, determine the following using Moment Area by Parts:

a.) Midspan deflection

b.) Deflection at 1.5 m from the left reaction.

15 kN 15 kN 25 kN/m B D C 1.5 m- -1.5 m- 6 m-
Transcribed Image Text:15 kN 15 kN 25 kN/m B D C 1.5 m- -1.5 m- 6 m-
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