Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Please answer the engineering problem as soon as possible. Answer letter A only. 

The beam supports the loads as shown in the figure. Using E=200 GPa, w = 22 kN/m, P = 35 kN and M = 28 kNm, L1= 2 m, L2 = 5 m,
L3= 2 m and a=40 mm. Find,
a. by double integration method, the ElS at 1 m from the right support.
b. by double integration method, the maximum ElS between supports i
c. If w is spread over the entire length and P and M are interchanged, determine the midspan Eld and deflection by moment – area
method.
8a
la
10a
M
B
L1
L2
L3
a
За
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Transcribed Image Text:The beam supports the loads as shown in the figure. Using E=200 GPa, w = 22 kN/m, P = 35 kN and M = 28 kNm, L1= 2 m, L2 = 5 m, L3= 2 m and a=40 mm. Find, a. by double integration method, the ElS at 1 m from the right support. b. by double integration method, the maximum ElS between supports i c. If w is spread over the entire length and P and M are interchanged, determine the midspan Eld and deflection by moment – area method. 8a la 10a M B L1 L2 L3 a За
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