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= 25KN and M = 22KNM, L1= 2m, L2 = 8, L3 = 2m and a=25mm. Find, a. By double integration method, the EIô at the right end of the beam b. By double integration, the maximum EIô between supports c. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan EIð and deflection by moment – area method

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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= 25KN
and M = 22KNM, L¡ = 2m, L, = 8, L3 = 2m and a=25mm. Find,
a. By double integration method, the Eld at the right end of the beam
b. By double integration, the maximum EIS between supports
c. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan Elô
and deflection by moment – area method
ба
a
A/O
M
D
10a
За
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= 25KN and M = 22KNM, L¡ = 2m, L, = 8, L3 = 2m and a=25mm. Find, a. By double integration method, the Eld at the right end of the beam b. By double integration, the maximum EIS between supports c. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan Elô and deflection by moment – area method ба a A/O M D 10a За
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