Statics and Mechanics of Materials (5th Edition)
5th Edition
ISBN: 9780134382593
Author: Russell C. Hibbeler
Publisher: PEARSON
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Chapter 16.2, Problem 19P
The bar is supported by a roller constraint at B, which allows vertical displacement but resists axial load and moment. If the bar is subjected to the loading shown, determine the slope at A and the deflection at C. EI is constant.
16–19. Determine the deflection at B of the bar in Prob. 16–18.
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Chapter 16 Solutions
Statics and Mechanics of Materials (5th Edition)
Ch. 16.2 - In each ease, determine the internal bending...Ch. 16.2 - Prob. 1FPCh. 16.2 - Determine the slope and deflection of end A of the...Ch. 16.2 - Prob. 3FPCh. 16.2 - Prob. 4FPCh. 16.2 - Determine the maximum deflection of the simply...Ch. 16.2 - Prob. 6FPCh. 16.2 - An L2 steel strap having a thickness of 0.125 in....Ch. 16.2 - The L2 steel blade of the band saw wraps around...Ch. 16.2 - A picture is taken of a man performing a pole...
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- 16-22. Determine the elastic curve for the cantilevered W360 x 45 beam using the x coordinate. Specify the maximum slope and maximum deflection. E = 200GP.. 3o kN/m 2.7 marrow_forwardThe wooden beam is subjected to the load shown. Determine the deflection and the slope at end B. 6 kN 2 kN/m 4 kN B 400 mm 200 mm 3 m -1.5 m–|–1.5 marrow_forwardDetermine the maximum deflection in region AB of the overhang beam. Take E = 29(103) ksi and I = 204 in4.arrow_forward
- F16-5. Determine the maximum deflection of the simply supported beam. E = 200 GPa and / = 39.9(10) m. 40 kN m 10 kN-m -6 m-arrow_forwardDetermine the equation of the elastic curve and the deflection at point ?. Consider ?? constant.arrow_forwardDetermine the slope and deflection of end A of the cantilevered beam. E = 200 GPa and I = 65.0(10-6) m4arrow_forward
- Determine the slope at A and the maximum deflection of the beam. EI is constant.arrow_forwardDetermine the slope at A and the deflection of end C of the overhang beam. Take E = 29(103) ksi and I = 204 in4.arrow_forwardUse the Moment-Area theorems and determine the slope at A and displacement at C. EI is constant. Draw the shear diagram, moment diagram, and deflection shape diagram in the process.arrow_forward
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Solids: Lesson 53 - Slope and Deflection of Beams Intro; Author: Jeff Hanson;https://www.youtube.com/watch?v=I7lTq68JRmY;License: Standard YouTube License, CC-BY