Mechanics of Materials
11th Edition
ISBN: 9780137605460
Author: Russell C. Hibbeler
Publisher: Pearson Education (US)

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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.

05:46
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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)

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