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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
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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Using the area method, DRAW THE SHEAR AND BENDING MOMENTS DIAGRAM 206 N/m 310 N/m matent or co unic ac "The tect proper dy the wichin 250 N 2m 2m 5m Use the template below for your solutions: Shear Calculation Relation of Shear to Concentrated and Distributed Load VB-VA = Bending Moment Calculation Relation of Bending Moment to Applied Moment and Shear Diagram MB - MA = 310 N/m 400 N-m Pou Shear Values (N) VA = VB = "Intellectual Property Co and/or communi MA = MB = Republic Act A) 293 hear V s (N) -RA/3293. Any reproduele and/
Transcribed Image Text:Using the area method, DRAW THE SHEAR AND BENDING MOMENTS DIAGRAM 206 N/m 310 N/m matent or co unic ac "The tect proper dy the wichin 250 N 2m 2m 5m Use the template below for your solutions: Shear Calculation Relation of Shear to Concentrated and Distributed Load VB-VA = Bending Moment Calculation Relation of Bending Moment to Applied Moment and Shear Diagram MB - MA = 310 N/m 400 N-m Pou Shear Values (N) VA = VB = "Intellectual Property Co and/or communi MA = MB = Republic Act A) 293 hear V s (N) -RA/3293. Any reproduele and/
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