2013 Moted Ston@000A beam is loaded and supported as shown, with F = 510 lb, M = 3210 ft lb, and w- 190 lb/ft.The dimensions on the figure are a = 4 ft, b= 11.2 ft and c = 2.5 ft.Draw and label shear and bending moment diagrams for this beam. From yourdiagrams, enter the following information.Limits of an interval are defined anywhere there is a change in the loading or theshear diagram becomes zero. The first interval is on the left and subsequentintervals are in order moving to the right.Reactions:R₁ =Re=Shear and Bending Moment Diagram Data:Interval Xleft right Viet Vrightfunctiontypelinearlinearlinearlinearcurvaturenot curvednot curvednot curvednot curvedMift Mrighfunctiontypelinearquadraticquadraticlinearcurvaturenot curvedconvex upconvex upnot curved

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nd supported as shown, with F = 510 lb, M = 3210 ft lb, and w the figure are a 4 ft, b=11.2 ft and c = 2.5 ft. ar and bending moment diagrams for this beam. From your following information. are defined anywhere there is a change in the loading or the

nd supported as shown, with F = 510 lb, M = 3210 ft lb, and w the figure are a 4 ft, b=11.2 ft and c = 2.5 ft. ar and bending moment diagrams for this beam. From your following information. are defined anywhere there is a change in the loading or the

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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