Using E=200 GPa, w = 16 kN/m, P = 24 kN and M = 16 kNm, L7= 2 m, L2 = 6, L3= 2 m and a=20 mm. Find, a. by double integration method find the ElS at the right end of the beam. b. by double integration method the maximum El8 between supports

Structural Analysis
6th Edition
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 = 16 kN/m, P = 24 kN and M = 16
kNm, L1= 2 m, L2 = 6, L3= 2 m and a=20 mm. Find,
a. by double integration method find the ElS at the
right end of the beam
b. by double integration method the maximum El8
between supports .
c. If w is spread over L1and L2, and P and M are
interchanged, determine the midspan El8 and
deflection by moment – area method. :
y
За
P
a
8a
D
E Li
a
10a
Transcribed Image Text:The beam supports the loads as shown in the figure. Using E=200 GPa, w = 16 kN/m, P = 24 kN and M = 16 kNm, L1= 2 m, L2 = 6, L3= 2 m and a=20 mm. Find, a. by double integration method find the ElS at the right end of the beam b. by double integration method the maximum El8 between supports . c. If w is spread over L1and L2, and P and M are interchanged, determine the midspan El8 and deflection by moment – area method. : y За P a 8a D E Li a 10a
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