Mechanics of Materials
11th Edition
ISBN: 9780137605460
Author: Russell C. Hibbeler
Publisher: Pearson Education (US)
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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 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 mm
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
Determine the slope at B and the maximum displacement of the
beam.
E = 200 GPa, I = 550(106)mmª.
Solve Prob.
A
F
using the conjugate-beam method.
2 m
30 kN
B
1 m
iC
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_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_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_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