Applied Statics and Strength of Materials (6th Edition)
Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840544
Author: George F. Limbrunner, Craig D'Allaird, Leonard Spiegel
Publisher: PEARSON
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Chapter 19, Problem 19.3P

Rework Problem 19 . 1 assuming a bearing-type connection with bolt threads in the shear plane ( A325 N ). Assume the plate dimensions to be 3 00 mm × 13 mm. Bolt pitch (spacing) is 9 0 mm, the edge distance is 45 mm, and the bolts are 22 mm in diameter.

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How many bolts are required for LRFD and ASD for the bearing-type connection shown, if PD = 50 k and PL = 100 k? A325 3/4 in bolts, threads excluded from shear plane.
A flange coupling connects two 2” diameter shafts. The flanges are fitted with 6 bolts of SAE 1040 steel on a 7” bolt circle. The shafts runs at 300 rpm and transmits 45 hp. Assume a factor of safety of 5, ultimate tension of 70,000 psi, and ultimate shear of 55,000 psi. Determine: a) The torque transmitted, in-lbs b) The force applied per bolt, lbs c) The diameter of the bolt required, in d) The thickness of flanged to be used, in
3.  Find the power that can be safely transmitted by a flange type shaft coupling, if it has four equally spaced studs all at a radius of 50 mm from the shaft centre. The mean stud diameters are 12.5 mm, and each stud has a maximum safe working shear stress of 86 MPa. The shaft rotates at 3600 rpm.

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Applied Statics and Strength of Materials (6th Edition)

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