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Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the complete solution. The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16KN/m, P= 16KN and M = 24kNm, L1 = 3m, L2 = 5, L3 = 2m and a=35mm. Find, a. By double integration, the maximum EIô between supports y 4a P. w A -х 10а D L1 a 7a

Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the complete solution. The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16KN/m, P= 16KN and M = 24kNm, L1 = 3m, L2 = 5, L3 = 2m and a=35mm. Find, a. By double integration, the maximum EIô between supports y 4a P. w A -х 10а D L1 a 7a

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: Please show all of the free body diagrams used (from reactions and etc.,) and also show the complete solution. The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16KN/m, P= 16KN and M = 24kNm, L1 = 3m, L2 = 5, L3 = 2m and a=35mm. Find, a. By double integration, the maximum EIô between supports y 4a P. w A -х 10а D L1 a 7a
Transcribed Image Text:Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the complete solution. The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16KN/m, P= 16KN and M = 24kNm, L1 = 3m, L2 = 5, L3 = 2m and a=35mm. Find, a. By double integration, the maximum EIô between supports y 4a P. w A -х 10а D L1 a 7a
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