Use Area Method. The beam subjected to loading as shown is pinned at D, has rollersupports at A and E, and has an internal hinge at W. Draw the complete shear andbending moment diagram of the beam directly below its FBD. Plot the shear andbending moment values, indicate the degree of each curve, and determine the absolutemaximum shear and bending moment. Summarize your answers using a table similar tothe one shown below. Note that W is not a change-of-load point.M₁7 kN-m2 m7 kNV₁-10x²10==+-x³3 mWD2 kN/m+V₂= 400x 922.5M₂ = 200x²922.5x +922.5V3-100x+1650.7233053 m-M3-50x² + 1650.723305x-5667.728176V₁ = -500x + 4850.723305Figure 1. Given ProblemM₁ = -250x² + 4850.723305x-17467.72817642 kN-m2 kN6 mx = 0x = 1.5x=8x = 82 kN/mx 1.5 V₂ = -322.5 Nx = 13V₁ = ONM₁ = ON mFigure 2. Sample Table3 mx = 5.5 V₂ = 1277.5 NM₂ 1898.75 N·m=x = 5.5 V₂ = 1100.7233 NM3 1898.75 N·m=V₁ = -22.5 NM₁ = -11.25 N·mM₂=-11.25 N·mV3 850.7233 N==M3 4338.0583 N•mV4850.7233 NM₁5338.0583 N·mV4-1649.2767 NM₁ = 3341.8748 N.m

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Use Area Method. The beam subjected to loading as shown is pinned at D, has roller supports at A and E, and has an internal hinge at W. Draw the complete shear and bending moment diagram of the beam directly below its FBD. Plot the shear and bending moment values, indicate the degree of each curve, and determine the absolute maximum shear and bending moment. Summarize your answers using a table similar to the one shown below. Note that W is not a change-of-load point. 7 kN 7 kN-m 2 m 3 m 2 kN/m 3 m 42 kN-m 2 kN 6 m 2 kN/m

Use Area Method. The beam subjected to loading as shown is pinned at D, has roller supports at A and E, and has an internal hinge at W. Draw the complete shear and bending moment diagram of the beam directly below its FBD. Plot the shear and bending moment values, indicate the degree of each curve, and determine the absolute maximum shear and bending moment. Summarize your answers using a table similar to the one shown below. Note that W is not a change-of-load point. 7 kN 7 kN-m 2 m 3 m 2 kN/m 3 m 42 kN-m 2 kN 6 m 2 kN/m

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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