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Note: Show all of the diagrams used while solving the problem. Show each and every reaction and such. 2. Determine the maximum deflection of the simply supported beam using double integration method. E = 200 GPa and I-65.0x10° mm*. 24 kN 18 kNim -1.5 m----1.5 m-- - 3 m

Note: Show all of the diagrams used while solving the problem. Show each and every reaction and such. 2. Determine the maximum deflection of the simply supported beam using double integration method. E = 200 GPa and I-65.0x10° mm*. 24 kN 18 kNim -1.5 m----1.5 m-- - 3 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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Note: Show all of the diagrams used while solving the problem. Show each and every reaction and such. 2. Determine the maximum deflection of the simply supported beam using double integration method. E = 200 GPa and l=65.0x10° mm“. 24 kN 18 KNim B -1.5 m--1.5 m-- 3 m
Transcribed Image Text:Note: Show all of the diagrams used while solving the problem. Show each and every reaction and such. 2. Determine the maximum deflection of the simply supported beam using double integration method. E = 200 GPa and l=65.0x10° mm“. 24 kN 18 KNim B -1.5 m--1.5 m-- 3 m
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