MECHANICS OF MATERIALS
11th Edition
ISBN: 9780137605521
Author: HIBBELER
Publisher: RENT PEARS
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Chapter 12.2, Problem 2FP
Determine the slope and deflection of end A of the cantilevered beam. E = 200 GPa and I = 65.0(106) mm4.
F12–2
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Determine the slope and deflection of end A of the cantilevered
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6 kN
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3 m
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Determine the maximum deflection of the simply supported beam. E = 200 GPa and I = 39.9(10-6) m4.
Determine the slope and deflection of end A of the cantilevered beam. E = 200 GPa and I = 65.0(106) mm4.
Chapter 12 Solutions
MECHANICS OF MATERIALS
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- Determine the slope and deflection of end A of the cantilevered beam. E = 200 GPa and I = 65.0(106) mm4.arrow_forwardDetermine the slopes and deflections at points B and C of the cantilever beam shown using the moment-area method.arrow_forwardDetermine the deflection at point B given the cross-section of the beam and assuming E = 200 GPa. 200 mm A 20 mm 8 kN 4kN/m A 200 mm C 30 mm 1 m 1 m 2 m 2 m 20 mmarrow_forward
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- Using the method of superposition, determine the deflection at C of beam AB. The beams are made of wood having a modulus of elasticity of E = 1.5(103) ksi.arrow_forward5 kN/m |40 mm For the beam and loading shown, determine the deflection at point B. Use E = 200 GPa. 80 mm B ( 4 kN. 0,6 m- 0.9 marrow_forwardFor the beam loaded as shown, determine the deflection 6 ft from the wall. Use E = 1.5 x 106 psi and I = 40 in.* 80 lb/ft B 8 ftarrow_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