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 El& 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 Mare interchanged, determine the midspan El& and deflection by moment - area method. 8a a w 10a M L1 L2 L3 a За
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 El& 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 Mare interchanged, determine the midspan El& and deflection by moment - area method. 8a a w 10a M L1 L2 L3 a За
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![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 El6 at 1 mn from the right support.
b. by double integration method, the maximum El5 between supports
c. If w is spread over the entire length and P and Mare interchanged, determine the midspan E15 and deflection by moment - area method.
8a
a
10a
L1
L2
L3
a
За](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fba4ea8d7-4303-41fc-bf0c-455d72587b19%2F4a682cb0-2b67-4978-817e-96a01a071d31%2Ft9vuvxl_processed.png&w=3840&q=75)
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 El6 at 1 mn from the right support.
b. by double integration method, the maximum El5 between supports
c. If w is spread over the entire length and P and Mare interchanged, determine the midspan E15 and deflection by moment - area method.
8a
a
10a
L1
L2
L3
a
За
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