
Engineering Your Future
9th Edition
ISBN: 9780190279264
Author: William C. Oakes, Les L. Leone
Publisher: Oxford University Press, USA
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Chapter 9, Problem 9.8EAA
To determine
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The 4-lbs piece of putty is dropped 12 ft onto the 16-lbs block initially at rest on the two springs, each with a stiffness k = 5 lbs/in. Calculate the additional deflection d of the springs due to the impact of the putty, which adheres to the block upon contact.
A converging elbow (see the figure below) turns water through an angle of 135° in a vertical plane. The flow cross section diameter is
400 mm at the elbow inlet, section (1), and 200 mm at the elbow outlet, section (2). The elbow flow passage volume is 0.2 m³ between
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D₂-
Section
(1)-
D₁ = 400 mm
135°
200 mm
Section (2)
(a) Fx= i
20809.96
N
(b) Fz= i
-120265
N
2: A rectangular aluminum block is loaded uniformly in three directions. The loadings are as follows:a 50 kN total resulting compressive load in the x-direction, a 200 kPa uniformly distributed tensile load in they-direction, and a 0.03 MN total resulting tensile load in the z-direction. The block has the following dimensions:L = 1 m, b = 20 cm, h = 350 mm. Use E = 70 GPa and ν = 0.25.Determine the strain in the x and y axes respectively. For the strain in the y-direction to be equal to 0, how much uniformly distributed load inthe surface of y-direction should be added? (+ for tensile, - for compressive)
Answers:
5 -1.122 x10-5 / 3 decimals
6 5.102 x10-6 / 3 decimals
7 -0.357 MPa / 3 decimals
Chapter 9 Solutions
Engineering Your Future
Ch. 9 - Prob. 9.1EAACh. 9 - Prob. 9.2EAACh. 9 - Prob. 9.3EAACh. 9 - Prob. 9.4EAACh. 9 - Prob. 9.5EAACh. 9 - Prob. 9.6EAACh. 9 - Prob. 9.7EAACh. 9 - Prob. 9.8EAACh. 9 - Prob. 9.9EAACh. 9 - Prob. 9.10EAA
Ch. 9 - Prob. 9.11EAACh. 9 - Prob. 9.12EAACh. 9 - Prob. 9.13EAACh. 9 - Prob. 9.14EAACh. 9 - Prob. 9.15EAACh. 9 - Prob. 9.16EAACh. 9 - Prob. 9.17EAACh. 9 - Prob. 9.18EAACh. 9 - Prob. 9.19EAACh. 9 - Prob. 9.20EAACh. 9 - Prob. 9.21EAACh. 9 - Prob. 9.22EAACh. 9 - Prob. 9.23EAACh. 9 - Prob. 9.24EAACh. 9 - Prob. 9.25EAACh. 9 - Prob. 9.26EAACh. 9 - Prob. 9.27EAACh. 9 - Prob. 9.28EAACh. 9 - Prob. 9.29EAACh. 9 - Prob. 9.30EAACh. 9 - Prob. 9.31EAACh. 9 - Prob. 9.32EAA
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