A simple beam 6 m long carries a symmetrical load W that vary uniformly from 71 kN-m at the center to zero at the supports. Assume W at the center = 71 kN-m, EI = constant. Compute for the maximum deflection of the beam per EI using double-integration method. Show your complete solution.
A simple beam 6 m long carries a symmetrical load W that vary uniformly from 71 kN-m at the center to zero at the supports. Assume W at the center = 71 kN-m, EI = constant. Compute for the maximum deflection of the beam per EI using double-integration method. Show your complete solution.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A simple beam 6 m long carries a symmetrical load W that vary uniformly from 71 kN-m at the center to zero at the supports. Assume W at the center = 71 kN-m, EI = constant. Compute for the maximum deflection of the beam per EI using double-integration method. Show your complete solution.
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