2. This bar is made of AISI 1006 cold-drawn steel and is loaded by the forces F = 0.55 kN, P = 4.0 kN, and T = 25 N-m. Compute factors of safety, based upon the distortion energy theory, for stress elements at A and B of the member shown below. Transverse shear stress ignored here. 100 mm 15-mm D.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter11: Columns
Section: Chapter Questions
Problem 11.6.11P: A steel column ( E = 30 X 103 ksi) that is fixed at the base and free at the top is constructed of a...
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2. This bar is made of AISI 1006 cold-drawn steel and is loaded by the forces F = 0.55 kN, P =
4.0 kN, and T = 25 N•m. Compute factors of safety, based upon the distortion energy theory, for
stress elements at A and B of the member shown below. Transverse shear stress ignored here.
100 mm
15-mm D.
Transcribed Image Text:2. This bar is made of AISI 1006 cold-drawn steel and is loaded by the forces F = 0.55 kN, P = 4.0 kN, and T = 25 N•m. Compute factors of safety, based upon the distortion energy theory, for stress elements at A and B of the member shown below. Transverse shear stress ignored here. 100 mm 15-mm D.
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