3 k/ft B 20 ft 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 = 29000ksi.
3 k/ft B 20 ft 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 = 29000ksi.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
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