A simple beam 10m in length with overhanging member at the left end 2m in length. Analyze the beam using influence lines if highway loads are 116KN(concentrated) and 9.35KN/m (uniformly distributed) 1. Compute the length of the beam where the uniformly distributed load can produce positive shear (maximum) at the midspan of the beam. 2. Determine the length of the beam where uniformly distributed load can produce negative shear(maximum) at midspan 3. compute maximum shear at midspan of beam if concentrated load is applied at the overhang.

A simple beam 10m in length with overhanging member at the left end 2m in length. Analyze the beam using influence lines if highway loads are 116KN(concentrated) and 9.35KN/m (uniformly distributed) 1. Compute the length of the beam where the uniformly distributed load can produce positive shear (maximum) at the midspan of the beam. 2. Determine the length of the beam where uniformly distributed load can produce negative shear(maximum) at midspan 3. compute maximum shear at midspan of beam if concentrated load is applied at the overhang.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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