9 Calculate the resultant force of the distributed load on the beam shown belowMA= - 12000x 5 - 4800X8+BYX10-4 m6 m2800 N/mBy= 9 2401200 N/mA nBFy = 9 B40-Ay1200x10*9x 6x (600=120004900 = 16800%3DFor the beam and loading shown, (a) draw the shear and bending moment diagrams, (b) determine the maximumabsolute values of the shear and bending moment.2.5 kN/m-6 m-4 m12 kN

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Calculate the resultant force of the distributed load on the beam shown below MA=- 12000x 5 - 4800X8+BYX10 -4 m 6 m 2800 N/m By= 9 240 1200 N/m A n B Fy = 9 B40- Ay1200X10 =12000 4900 = 16800 %3D For the beam and loading shown, (a) draw the shear and bending moment diagrams, (b) determine the maximum absolute values of the shear and bending moment. 2.5 kN/m 6 m -4 m 12 kN

Calculate the resultant force of the distributed load on the beam shown below MA=- 12000x 5 - 4800X8+BYX10 -4 m 6 m 2800 N/m By= 9 240 1200 N/m A n B Fy = 9 B40- Ay1200X10 =12000 4900 = 16800 %3D For the beam and loading shown, (a) draw the shear and bending moment diagrams, (b) determine the maximum absolute values of the shear and bending moment. 2.5 kN/m 6 m -4 m 12 kN

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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