Using the area method, DRAW THE SHEAR AND BENDING MOMENTS DIAGRAM206 N/m310 N/mmatentor co unicac"The tect properdythewichin250 N2m2m5mUse the template below for your solutions:Shear CalculationRelation of Shear to Concentrated and Distributed LoadVB-VA =Bending Moment CalculationRelation of Bending Moment to Applied Moment and ShearDiagramMB - MA =310 N/m400 N-mPouShear Values (N)VA =VB ="Intellectual Property Coand/or communiMA =MB =Republic Act A) 293 hear Vs (N)-RA/3293. Any reproduele and/

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Using the dred 206 N/m "The tect proper the EAR AND BEND maternizaterial or comunicat and the calculation 250 N 2m 2m Use the template below for your solutions: Shear 310 N/m 310 N/m 5m Relation of Shear to Concentrated and Distributed Load VB - VA = DIAGRAM 400 N.m Shear Values (N) V₁ = al Property Co mmuni

Using the dred 206 N/m "The tect proper the EAR AND BEND maternizaterial or comunicat and the calculation 250 N 2m 2m Use the template below for your solutions: Shear 310 N/m 310 N/m 5m Relation of Shear to Concentrated and Distributed Load VB - VA = DIAGRAM 400 N.m Shear Values (N) V₁ = al Property Co mmuni

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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