0 stressy psi at x 01 y 00 9549 9298 9549 9298

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Unformatted text preview: ference: S. Timoshenko, Strength of Material, Part I, Elementary Theory and Problems, 3rd Edition, D. Van Nostrand Co., Inc., New York, NY, 1955, pg. 296, article 65. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): Axisymmetric-Harmonic 8-Node Structural Solid Elements (PLANE83) Input Listing: vm140.dat Test Case A long solid circular shaft of length and diameter d is built-in at one end and loaded at the other end by a twisting moment, an axial force, and a vertical force as shown. Determine the maximum shear stress τ at the wall due to the moment. Determine the maximum normal stress σy at the wall and at one inch from the wall due to the forces. Also determine the maximum combined stress σ1 at the wall due to both the moment and the forces. Figure 140.1 Shaft Problem Sketch Material Properties E = 30 x 106 psi υ = 0.0 Geometric Properties = 24 in d = 1 in Loading Fv = -25 lb M = -200 in-lb Fa = 100 lb ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS I...
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This note was uploaded on 12/09/2010 for the course DEPARTMENT E301 taught by Professor Kulasinghe during the Spring '09 term at University of Peradeniya.

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