respect to end A. CL 3. (201) For the cantilevered beam shown here: w=500 lb/ft; P = 1050 lb; L = 18 ft 3(a) () Sketch a neat and well-labeled free body diagram for the member and determine the end reactions. B W 3(b) () Determine both the internal shear and internal moment as a function of x; i.e. V(x) and M(x). 3(c) (0) Apply the functions V(x) and M(x) of 3(b) to construct the shear and moment diagrams. CLEARLY APPLY FREE BODY DIAGRAMS, EQUILIBRIUM EQUATIONS AND UNITS TO YOUR SOLUTI
respect to end A. CL 3. (201) For the cantilevered beam shown here: w=500 lb/ft; P = 1050 lb; L = 18 ft 3(a) () Sketch a neat and well-labeled free body diagram for the member and determine the end reactions. B W 3(b) () Determine both the internal shear and internal moment as a function of x; i.e. V(x) and M(x). 3(c) (0) Apply the functions V(x) and M(x) of 3(b) to construct the shear and moment diagrams. CLEARLY APPLY FREE BODY DIAGRAMS, EQUILIBRIUM EQUATIONS AND UNITS TO YOUR SOLUTI
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter4: Shear Forces And Bending Moments
Section: Chapter Questions
Problem 4.3.22P: Find expressions for shear force V and moment M at v = L/2 of beam AB in structure (a). Express V...
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Draw FBD please thank you
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Step 1: Given data
VIEWStep 2: Draw FBD of given beam and convert uniformly varying load into point load
VIEWStep 3: Calculation of the end reactions
VIEWStep 4: Find the internal shear and internal moment as a function of x
VIEWStep 5: Calculation of the internal shear and internal moment diagram
VIEWStep 6: construct the shear and moment diagrams.
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