The beam supports the loads as shown in the figure. Using E=200 GPa, w = 24 kN/m, P = 8 kN and M = 16 kNm, L7= 2 m, L2 = 6 m, L3= 2 m and a=30 mm. Find, a. by double integration method, the El6 at 1 m from the right support. b. by double integration method, the maximum El6 between supports c. If w is spread over the entire length and P and M are interchanged, determine the midspan EIS and deflection by moment - area method. За a 8a A B L1 L2 L3 a 10a

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The beam supports the loads as shown in the figure. Using E=200 GPa, w = 24 kN/m, P = 8 kN and M = 16
kNm, L1= 2 m, L2 = 6 m, L3= 2 m and a=30 mm. Find,
%3D
a. by double integration method, the El6 at 1 m from the right support.
b. by double integration method, the maximum El between supports
c. If w is spread over the entire length and P and M are interchanged, determine the midspan El8 and deflection
by moment
- area method.
За
a
8a
B
L2
L3
a
10a
Transcribed Image Text:The beam supports the loads as shown in the figure. Using E=200 GPa, w = 24 kN/m, P = 8 kN and M = 16 kNm, L1= 2 m, L2 = 6 m, L3= 2 m and a=30 mm. Find, %3D a. by double integration method, the El6 at 1 m from the right support. b. by double integration method, the maximum El between supports c. If w is spread over the entire length and P and M are interchanged, determine the midspan El8 and deflection by moment - area method. За a 8a B L2 L3 a 10a
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