A steel girder of 6m length acting as a beam carries a uniformly distributed load w N/m run throughout its length. If I = 30 × 10-6 m and depth 270 mm, сalculate: (i) The magnitude of w so that the maximum stress developed in the beam section does not exceed 72 MN/m2. (ii) The slope and deflection (under this load) in the beam at a distance of 1.8 m from one end. Take : E = 200 GN/m2 %3D

A steel girder of 6m length acting as a beam carries a uniformly distributed load w N/m run throughout its length. If I = 30 × 10-6 m and depth 270 mm, сalculate: (i) The magnitude of w so that the maximum stress developed in the beam section does not exceed 72 MN/m2. (ii) The slope and deflection (under this load) in the beam at a distance of 1.8 m from one end. Take : E = 200 GN/m2 %3D

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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UNCRACKED ANALYSIS ON BEAMS
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3) Find the maximum shear stress. 4) Find the deflection midway between the supports. 4 kN/m 5 kN 1m 2 kN.m 2m 2m 2m 2m 5 mm E=200 GPA 20 mm 50 mm- Beam Cross-Section