Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the complete solution. The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16kN/m, P= 25kN and M = 22kNm, L1 = 2m, L2 = 8, L3 = 2m and a=25mm. Find, a. By double integration method, the EIô at the right end of the beam b. By double integration, the maximum EIô between supports c. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan Eld and deflection by moment – area method y ба w B. -х |10a D M L1 За
Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the complete solution. The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16kN/m, P= 25kN and M = 22kNm, L1 = 2m, L2 = 8, L3 = 2m and a=25mm. Find, a. By double integration method, the EIô at the right end of the beam b. By double integration, the maximum EIô between supports c. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan Eld and deflection by moment – area method y ба w B. -х |10a D M L1 За
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the
complete solution.
The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16KN/m, P= 25KN
and M = 22kNm, L¡ = 2m, L2 = 8, L3 = 2m and a=25mm. Find,
a. By double integration method, the EIô at the right end of the beam
b. By double integration, the maximum EIô between supports
c. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan EIô
and deflection by moment – area method
ба
a
A/O
B.
10a
D
M
За](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcb736d43-8282-41ef-8801-ec2720ef12c9%2F75bf1988-55b6-44f5-98b7-bd4a37a01996%2Fop5s3ze_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the
complete solution.
The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16KN/m, P= 25KN
and M = 22kNm, L¡ = 2m, L2 = 8, L3 = 2m and a=25mm. Find,
a. By double integration method, the EIô at the right end of the beam
b. By double integration, the maximum EIô between supports
c. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan EIô
and deflection by moment – area method
ба
a
A/O
B.
10a
D
M
За
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