UDLBbFa=9 m, b = 27 mF = 50KN, UDL= 4kN/mFor the beam with loads as shown, draw the shear force diagram and the bending moment diagram.(Sagging: +, Hogging: -)The Reaction at A is:KN.The Reaction at B is:KN.Shear force at the point-B:The shear force just to the left is:KN.KN.The shear force just at Bis: Shear force at the point-B:The shear force just to the left is:KN.The shear force just at Bis:KN.Shear force at the point-C:The shear force just to the left is:KN.Bending momentBending moment at the point-B:The bending moment just to the left is:KN-m.Bending moment at the point-C:The bending moment just to the left is:KN-m.Maximum Bending moment is:KN-m.Maximum Bending moment at:m.

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B Latb- a3D9 m, b = 27 m F = 50KN, UDL= 4kN/m For the beam with loads as shown, draw the shear force diagram and the bending moment diagram. (Sagging: +, Hogging: -) The Reaction at A is: KN. The Reaction at B is: KN. Shear force at the point-B:

B Latb- a3D9 m, b = 27 m F = 50KN, UDL= 4kN/m For the beam with loads as shown, draw the shear force diagram and the bending moment diagram. (Sagging: +, Hogging: -) The Reaction at A is: KN. The Reaction at B is: KN. Shear force at the point-B:

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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