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. Find the moment of Inertia b. By double integration method, the EIð at the right end of the beam c. By double integration, the maximum Elô between supports d. Ifw is spread over Lị and L2, and P and M are interchanged, determine the midspan El and deflection by moment – area method Strictly show all of the free body diagrams used upon solving the problem. Complete solution a must. ба | 10a M За
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. Find the moment of Inertia b. By double integration method, the EIð at the right end of the beam c. By double integration, the maximum Elô between supports d. Ifw is spread over Lị and L2, and P and M are interchanged, determine the midspan El and deflection by moment – area method Strictly show all of the free body diagrams used upon solving the problem. Complete solution a must. ба | 10a M За
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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, L; = 2m and a=25mm.
Find,
a. Find the moment of Inertia
b. By double integration method, the EIð at the right end of the beam
c. By double integration, the maximum Eld between supports
d. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan El6
and deflection by moment – area method
Strictly show all of the free body diagrams used upon solving the problem. Complete solution is
a must.
ба
B.
|10a
M
-L3
За
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