4.4 (A/B). A horizontal steel girder has a span of 3 m and is built-in at the left-hand end and freely supported at e other end. It carries a uniformly distributed load of 30 kN/m over the whole span, together with a single ncentrated load of 20 kN at a point 2 m from the left-hand end. The supporting conditions are such that the action at the left-hand end is 65 kN. (a) Determine the bending moment at the left-hand end and draw the B.M. diagram. (b) Give the value of the maximum bending moment. (c) If the girder is 200 mm deep and has a second moment of area of 40 × 10-6 m* determine the maximum stress SEsylsing from bending [L.Mech.E.] [40 kNm; 100 MN/m².]

4.4 (A/B). A horizontal steel girder has a span of 3 m and is built-in at the left-hand end and freely supported at e other end. It carries a uniformly distributed load of 30 kN/m over the whole span, together with a single ncentrated load of 20 kN at a point 2 m from the left-hand end. The supporting conditions are such that the action at the left-hand end is 65 kN. (a) Determine the bending moment at the left-hand end and draw the B.M. diagram. (b) Give the value of the maximum bending moment. (c) If the girder is 200 mm deep and has a second moment of area of 40 × 10-6 m* determine the maximum stress SEsylsing from bending [L.Mech.E.] [40 kNm; 100 MN/m².]

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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