60 kN 300 KN-m 5 m 5m L= 10 m Determine the smallest moment of inertia I required for the beam shown so that its maximum deflection does not exceed the limit of 1/360 of the span length (L/360). Let E = 200 GPa.
60 kN 300 KN-m 5 m 5m L= 10 m Determine the smallest moment of inertia I required for the beam shown so that its maximum deflection does not exceed the limit of 1/360 of the span length (L/360). Let E = 200 GPa.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 20P
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Use the following method:
A. Virtual Work/ Unit Load Method
B. Conjugate Beam Method
C. Double Integration
D. Moment Area Method
Transcribed Image Text:60 kN
300 KN-m
5 m
5m
L= 10 m
Determine the smallest moment of inertia |
required for the beam shown so that its
maximum deflection does not exceed the limit of
1/360 of the span length (L/360). Let E = 200 GPa.
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