Machine Tool Practices (10th Edition)
Machine Tool Practices (10th Edition)
10th Edition
ISBN: 9780132912655
Author: Richard R. Kibbe, Roland O. Meyer, Warren T. White, John E. Neely, Jon Stenerson, Kelly Curran
Publisher: PEARSON
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Chapter C.2, Problem 1ST
To determine

(a)

The readings of the ruler scale given in the figure.

To determine

(b)

The readings of the ruler scale given in the figure.

To determine

(c)

The readings of the ruler scale given in the figure.

To determine

(d)

The readings of the ruler scale given in the figure.

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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
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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 (10th Edition)

Ch. C.2 - Prob. 1STCh. C.2 - Prob. 2STCh. C.2 - Read and record the dimensions indicated by the...Ch. C.3 - Determine the dimensions in the vernier caliper...Ch. C.3 - Determine the metric vernier caliper dimensions...Ch. C.3 - Prob. 1.3STCh. C.4 - Prob. 1STCh. C.4 - Prob. 2STCh. C.4 - Prob. 3STCh. C.4 - Prob. 4STCh. C.4 - Prob. 5STCh. C.4 - Prob. 6STCh. C.4 - Prob. 7STCh. C.4 - Prob. 8STCh. C.4 - Prob. 9STCh. C.4 - Prob. 10STCh. C.4 - Prob. 11STCh. C.4 - Prob. 1.1STCh. C.4 - Read and record the five depth micrometer readings...Ch. C.4 - Read and record the five metric micrometer...Ch. C.4 - Prob. 1.4STCh. C.5 - What is comparison measurement?Ch. C.5 - Prob. 2STCh. C.5 - Define cosine error.Ch. C.5 - Prob. 4STCh. C.5 - Prob. 5STCh. C.5 - Prob. 6STCh. C.5 - Prob. 7STCh. C.5 - Match the following measuring situations with the...Ch. C.5 - Prob. 9STCh. C.5 - Prob. 10STCh. C.6 - What is a wringing interval?Ch. C.6 - Why are wear blocks frequently used in combination...Ch. C.6 - As related to gage block use, what is meant by the...Ch. C.6 - Prob. 4STCh. C.6 - What is a conditioning stone and how is it used?Ch. C.6 - Prob. 6STCh. C.6 - Prob. 7STCh. C.6 - Prob. 8STCh. C.6 - Prob. 9STCh. C.6 - Prob. 10STCh. C.7 - Name two angular measuring instruments with one...Ch. C.7 - What is the discrimination of the universal bevel...Ch. C.7 - Describe the use of the sine bar.Ch. C.7 - Prob. 4STCh. C.7 - Calculate the required sine bar elevation for an...Ch. C.7 - A 10-inch sine bar is elevated 2.750 inch....Ch. C.7 - How do 10-inch and 5-inch sine bars affect the...Ch. C.7 - What gage block stack would establish an angle of...Ch. C.7 - What gage block stack would establish an angle of...Ch. C.7 - A 10-inch bar is elevated 2.5 inch. What angle is...Ch. C.8 - Prob. 1STCh. C.8 - Prob. 2STCh. C.8 - Prob. 3STCh. C.8 - Prob. 4STCh. C.8 - Prob. 5STCh. C.8 - Prob. 6STCh. C.8 - Prob. 7STCh. C.8 - Prob. 8STCh. C.8 - Prob. 9STCh. C.8 - Prob. 10ST
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