Applied Statics and Strength of Materials (6th Edition)
Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840728
Author: Limbrunner
Publisher: PEARSON
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Chapter 19, Problem 19.23SP

A roof truss tension member is made up of 2L6  ×  4  ×   1 2 (total A g = 9 . 5 0  in . 2 ) of A36 steel as shown. The bolts are 3 4 in. -diameter. A325-N high-strength bolts in standard holes. Compute the tensile capacity P for the connection shown. The special note for angle tension connections of Problem 19.12 applies.

Chapter 19, Problem 19.23SP, A roof truss tension member is made up of 2L6412 (total Ag=9.50in.2 ) of A36 steel as shown. The

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A shaft is loaded in bending and torsion such that Ma = 70 N·m, T₁ = 45 N · m, M = 55 N. m, and T = 35 N m. For the shaft, S₁ = 700 MPa and S = 560 MPa, and a fully corrected endurance limit of S₂ = 210 MPa is assumed. Let K = 2.2 and K = 1.8. With a Se design factor of 2.0 determine the minimum acceptable diameter of the shaft using the a) DE- Goodman b) DE-Morrow c) DE-Gerber d) DE-SWT

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