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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F95994bef-7c9b-4470-ac5e-03460ea91623%2F737d444c-aa31-4564-8b6c-6adb4228b6b0%2Fbvthilh_processed.jpeg&w=3840&q=75)
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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