A Rdv = Rdm = Vb = Vc = RA Mb = 2 m 12 kNm B Draw the Shear and Moment for the beam shown and identify the following values: Ra = kN KN kNm 2 m 10 kN Moment at point where shear is zero = 1.H.,C 2 m 7 kN/m kNm D RDV kN kN (Shear AFTER considering the Point load at C) kNm (Moment AFTER considering the Concentrated Moment at B) RDM

A Rdv = Rdm = Vb = Vc = RA Mb = 2 m 12 kNm B Draw the Shear and Moment for the beam shown and identify the following values: Ra = kN KN kNm 2 m 10 kN Moment at point where shear is zero = 1.H.,C 2 m 7 kN/m kNm D RDV kN kN (Shear AFTER considering the Point load at C) kNm (Moment AFTER considering the Concentrated Moment at B) RDM

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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