Machine Tool Practices (11th Edition)
11th Edition
ISBN: 9780134893501
Author: Richard R. Kibbe, Roland O. Meyer, Jon Stenerson, Kelly Curran
Publisher: PEARSON
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Chapter C.6, Problem 1ST
What is comparison measurement?
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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
A spherical balloon with a diameter of 9 m is filled with water vapour at 200˚C and 200 kPa. Determine the mass of water in the balloon. The R value for water is 0.4615 kJ/kg∙K.
Correct answers are written below. Detailed and correct solution only with fbd. I will upvote.
1: A 3 m alloy shaft fixed at one end has a torsional shearing stress capacity of 55 MPa. Due to improper fabrication, its cross-sectionalarea has become irregularly shaped. Its effective polar moment of inertia has become 2 x10-7 m4, and the maximum torque stress acts at 7.5 cm fromthe center of the shaft.[1]: If the shaft is to be replaced by a properly manufactured solid circular shaft that has a maximumshearing stress capacity of 70 MN/m2, what is the minimum diameter required so it can withstand the sameload? [2]: Calculate the thickness of a hollow circular shaft with the same outside diameter calculated initem [1] that can carry the same load. Limit the maximum shearing stress of the hollow circular shaft to0.09 GPa.Determine the angle of twist on the free end of the shaft. Use G = 150 x103 GPa. [3]: Use the solidcircular shaft from [1] and use the hollow circular shaft from [2].…
Chapter C Solutions
Machine Tool Practices (11th Edition)
Ch. C.1 - Prob. 1STCh. C.1 - Prob. 2STCh. C.1 - Prob. 3STCh. C.1 - Prob. 4STCh. C.1 - Prob. 5STCh. C.1 - Prob. 6STCh. C.1 - Prob. 7STCh. C.1 - Prob. 8STCh. C.1 - Prob. 9STCh. C.1 - Prob. 10ST
Ch. C.2 - Prob. 1STCh. C.2 - Prob. 2STCh. C.2 - Prob. 3STCh. C.2 - Prob. 4STCh. C.2 - Prob. 5STCh. C.2 - Prob. 6STCh. C.2 - Prob. 7STCh. C.2 - Prob. 8STCh. C.2 - Prob. 9STCh. C.2 - Can an inch machine tool be converted to work in...Ch. C.3 - Prob. 1.1STCh. C.3 - Prob. 1.2STCh. C.3 - Prob. 1.3STCh. C.4 - Prob. 1.1STCh. C.4 - Prob. 1.2STCh. C.4 - Prob. 1.3STCh. C.5 - Prob. 1STCh. C.5 - Prob. 2STCh. C.5 - Prob. 3STCh. C.5 - Prob. 4STCh. C.5 - Prob. 5STCh. C.5 - Prob. 6STCh. C.5 - Prob. 7STCh. C.5 - Prob. 8STCh. C.5 - Prob. 9STCh. C.5 - Prob. 10STCh. C.5 - Prob. 11STCh. C.5 - Prob. 1.1STCh. C.5 - Prob. 1.2STCh. C.5 - Prob. 2.1STCh. C.5 - Prob. 3.1STCh. C.5 - Prob. 4.1STCh. C.6 - What is comparison measurement?Ch. C.6 - Define cosine error.Ch. C.6 - Prob. 3STCh. C.6 - Prob. 4STCh. C.6 - Prob. 5STCh. C.6 - Prob. 6STCh. C.6 - Prob. 7STCh. C.6 - Prob. 8STCh. C.7 - What is a wringing interval?Ch. C.7 - Why are wear blocks frequently used in combination...Ch. C.7 - As related to gage block use, what is meant by the...Ch. C.7 - Prob. 4STCh. C.7 - What is a conditioning stone and how is it used?Ch. C.7 - Prob. 6STCh. C.7 - Prob. 7STCh. C.7 - Prob. 8STCh. C.7 - Prob. 9STCh. C.7 - Prob. 10STCh. C.8 - Name two angular measuring instruments with one...Ch. C.8 - What is the discrimination of the universal bevel...Ch. C.8 - Describe the use of the sine bar.Ch. C.8 - Prob. 4STCh. C.8 - Calculate the required sine bar elevation for an...Ch. C.8 - A 10-inch sine bar is elevated 2.750 inch....Ch. C.8 - How do 10-inch and 5-inch sine bars affect the...Ch. C.8 - What gage block stack would establish an angle of...Ch. C.8 - What gage block stack would establish an angle of...Ch. C.8 - A 10-inch bar is elevated 2.5 inch. What angle is...Ch. C.9 - Prob. 1STCh. C.9 - Prob. 2STCh. C.9 - Prob. 3STCh. C.9 - Prob. 4STCh. C.9 - Prob. 5STCh. C.9 - Prob. 6STCh. C.9 - Prob. 7STCh. C.9 - Prob. 8STCh. C.9 - Prob. 9STCh. C.9 - Prob. 10STCh. C.9 - Prob. 11STCh. C.9 - Prob. 12STCh. C.9 - Prob. 13STCh. C.9 - Prob. 14STCh. C.9 - Prob. 15STCh. C.9 - Prob. 16STCh. C.9 - Prob. 17STCh. C.9 - Prob. 18STCh. C.9 - Prob. 19STCh. C.9 - Prob. 20STCh. C.9 - Prob. 21STCh. C.9 - Prob. 22STCh. C.9 - Prob. 23STCh. C.9 - Prob. 24STCh. C.9 - Prob. 25STCh. C.9 - Prob. 26STCh. C.9 - Prob. 27STCh. C.9 - Prob. 28STCh. C.9 - Prob. 29STCh. C.9 - Prob. 30STCh. C.9 - Prob. 31STCh. C.9 - Prob. 32STCh. C.9 - Prob. 33STCh. C.9 - Prob. 34STCh. C.10 - Prob. 1STCh. C.10 - Prob. 2STCh. C.10 - Prob. 3STCh. C.10 - Prob. 4STCh. C.10 - Prob. 5STCh. C.10 - Prob. 6STCh. C.10 - Prob. 7STCh. C.10 - Prob. 8STCh. C.10 - Prob. 9ST
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