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 method, the EI8 at the right end of the beam 4a y P. w -х 10а M D L1 - la 7a

Structural Analysis
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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= 16kN
and M = 24KNM, L1 = 3m, L2 = 5, L3 = 2m and a=35mm. Find,
a. By double integration method, the EI8 at the right end of the beam
4a
y
P.
w
-х 10а
M
D
L1 -
la
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 method, the EI8 at the right end of the beam 4a y P. w -х 10а M D L1 - la 7a
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