MECHANICS OF MATERIALS
11th Edition
ISBN: 9780137605521
Author: HIBBELER
Publisher: RENT PEARS
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Textbook Question
Chapter 12.2, Problem 3FP
Determine the slope of end A of the cantilevered beam. E = 200 GPa and I = 65.0(106) mm4.
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Determine the magnitude of the moment Mc for the cantilever beam, where P = 14 kips and M = 65 kip-ft.
M
3.5 ft
6.5 ft
O 94 kips
O 75 kips
48 kips
81 kips
63 kips
3. Set up necessary equations to solve for the beam
reactions. Due to poor construction, roller support B settles
by 12 mm. If E=200 GPa and I=80(10)6 mm4
24KN/m
C
4m
4m
A
Using Moment-Area Method, determine the slope at A and B and the deflection at point B of the loaded beam shown. Use E = 150 GPa and I = 110x106 mm4. (Please show moment diagrams by parts)
Chapter 12 Solutions
MECHANICS OF MATERIALS
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- Determine the support reactions for the beam on the left if w=250N/m and L=6m don’t short cut stepsarrow_forwardDetermine the internal shear force in the beam at point C. Assume the support at B is a roller. Point C is located just to the right of the point load F. Set F = 6.2 kips and P = 45 kip. ft. 8 ft F 8 ft D 8 ft B P Iarrow_forwardThe beam is made of Douglas fir having an allowable bending stress of sallow = 1.1 ksi and an allowable shear stress of tallow = 0.70 ksi. Determine the width b if the height h = 2b.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