A в с D E F G 5.00 m 3.00 m 4.00 m 4.00 m 4.00 m 4.00 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The beam shown is designed to support its deadweight of 2 kN/m and a live load that consists of a 20 kN concentrated load and a variable length, uniformly distributed load of 5 kN/m. The live loads can act anywhere on the span. (a) Draw the influence line for the reaction at A and moment at point B of the beam. (b) Compute for the maximum value of the reaction at support A.
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