QUESTIC An overhanging beam AE of 4.7 m long carries uniformly distributed load of 12 kN/m is applied on segment CE and a vertical point load of 20 kN at point C. A couple loads of 20 kN acting horizontally at the extension FG as shown in Figure 1. The cross-sectional area for the beam is shown in Figure 2. Determine the reactions at support. ii) Calculate the bending stress at point A, B, C, D, E and Neutral Axis (N.A) when the bending moment located at the midspan of beam AD. The moment of inertial for the cross-section is 7.2167x10* mm*. i)

QUESTIC An overhanging beam AE of 4.7 m long carries uniformly distributed load of 12 kN/m is applied on segment CE and a vertical point load of 20 kN at point C. A couple loads of 20 kN acting horizontally at the extension FG as shown in Figure 1. The cross-sectional area for the beam is shown in Figure 2. Determine the reactions at support. ii) Calculate the bending stress at point A, B, C, D, E and Neutral Axis (N.A) when the bending moment located at the midspan of beam AD. The moment of inertial for the cross-section is 7.2167x10* mm*. i)

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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