Figure Q3 shows a beam with a total length of 5m, subjected to a triangular distributed load of 1.2 kN/m between A to B, with an external moment of 0.6 kN.m at point C. (i) Sketch free body diagram (FBD) of the beam, complete with the reactions. (ii) Draw shear force and bending moment diagrams for the beam in Figure Q3 using the cut section method. (iii) Determine the location of zero shear force. (iv) (v) Determine the shear force at mid-span of the beam. Determine the maximum bending moment of the beam. 1.2 kN/m B 3 m P FIGURE Q3 2 m 0.6 kN.m

Figure Q3 shows a beam with a total length of 5m, subjected to a triangular distributed load of 1.2 kN/m between A to B, with an external moment of 0.6 kN.m at point C. (i) Sketch free body diagram (FBD) of the beam, complete with the reactions. (ii) Draw shear force and bending moment diagrams for the beam in Figure Q3 using the cut section method. (iii) Determine the location of zero shear force. (iv) (v) Determine the shear force at mid-span of the beam. Determine the maximum bending moment of the beam. 1.2 kN/m B 3 m P FIGURE Q3 2 m 0.6 kN.m

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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