An overhanging beam as shown in Figure Q3 (a) is loaded with a uniformly distributed load of 25 kN/m along span BD, and a point load of 5 kN and 10 kN at point B and D respectively. An anticlockwise moment of 5 kNm is acting at point A. Determine the minimum length, L, of span AC so that the system of the beam is in equilibrium. Then, calculate the cross section at area of the beam so that the maximum shearing stress of the beam is 700 MPa. The cross section of the beam is shown in Figure Q3 (b). ) 10 KN 5 kNm 2m L لستين 5 KN B C Figure Q3 (a) P 25 kN/m 5 m

An overhanging beam as shown in Figure Q3 (a) is loaded with a uniformly distributed load of 25 kN/m along span BD, and a point load of 5 kN and 10 kN at point B and D respectively. An anticlockwise moment of 5 kNm is acting at point A. Determine the minimum length, L, of span AC so that the system of the beam is in equilibrium. Then, calculate the cross section at area of the beam so that the maximum shearing stress of the beam is 700 MPa. The cross section of the beam is shown in Figure Q3 (b). ) 10 KN 5 kNm 2m L لستين 5 KN B C Figure Q3 (a) P 25 kN/m 5 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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