Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840728
Author: Limbrunner
Publisher: PEARSON
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Chapter 19, Problem 19.18SP
Rework Problem 19.10 assuming that both plates are 12 mm thick and that the smaller plate is 150 mm wide. Use a 10-mm fillet weld.
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The 5-kg collar has a velocity of 7 m/s to the right when
it is at A. It then travels down along the smooth guide
shown in (Figure 1). The spring has an unstretched
length of 100 mm and B is located just before the end
of the curved portion of the rod.
Determine the speed of the collar when it reaches point B, which is located just before the end of the curved portion of the rod.
Express your answer to three significant figures and include the appropriate units.
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The two spheres A and B each have a mass of 400 g.
The spheres are fixed to the horizontal rods as shown in
(Figure 1) and their initial velocity is 2 m/s. The mass of
the supporting frame is negligible and it is free to rotate.
Neglect the size of the spheres.
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If a couple moment of M = 0.3 N · m is applied to the frame, determine the speed of the spheres in 3 s.
Express your answer to three significant figures and include the appropriate units.
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The two disks A and B have a mass of 4 kg and 5 kg,
respectively. They collide with the initial velocities shown.
The coefficient of restitution is e = 0.65. Suppose that
(VA)1 = 6 m/s, (VB)1 = 8 m/s. (Figure 1)
Part A
Determine the magnitude of the velocity of A just after impact.
Express your answer to three significant figures and include the appropriate units.
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Determine the angle between the x axis and the velocity of A just after impact, measured clockwise from the negative x axis.
Express your answer in degrees to three significant figures.
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vec
01
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Part C
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Determine the magnitude of the velocity of B just after impact.
Express your answer to three significant…
Chapter 19 Solutions
Applied Statics and Strength of Materials (6th Edition)
Ch. 19 - Prob. 19.1PCh. 19 - Rework Problem 19.1 assuming a bearing-type...Ch. 19 - Rework Problem 19.1 assuming a bearing-type...Ch. 19 - Compute the allowable tensile load for the...Ch. 19 - Rework Problem 19.4 assuming a bearing-type...Ch. 19 - Rework Problem 19.4 assuming that the bolts are 34...Ch. 19 - Select the number and arrangement of 34 in....Ch. 19 - Calculate the allowable tensile load for the...Ch. 19 - In the connection shown, 14 in. side and end...Ch. 19 - Design the fillet welds parallel to the applied...
Ch. 19 - A fillet weld between two steel plates...Ch. 19 - Design an end connection using longitudinal welds...Ch. 19 - Calculate the allowable tensile load for the butt...Ch. 19 - Calculate the allowable tensile load for the lap...Ch. 19 - Calculate the allowable tensile load for the butt...Ch. 19 - Rework Problem 19.10 assuming that both plates are...Ch. 19 - Rework Problem 19.12 assuming that the angle is an...Ch. 19 - Two ASTM A36 steel plates, each 12 in. by 12 in. ,...Ch. 19 - Rework Problem 19.20 changing the fasteners to 34...Ch. 19 - Calculate the minimum main plate thickness for the...Ch. 19 - A roof truss tension member is made up of 2L6412...Ch. 19 - Rework Problem 19.23 changing the fasteners to six...Ch. 19 - Determine the allowable tensile load that can be...Ch. 19 - The welded connection shown is subjected to an...Ch. 19 - In Problem 19.26, use a 38 in. fillet weld, change...
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