Van nostrand co inc new york ny 1955 pg 45 article

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Unformatted text preview: Release 9.0 . 002114 . © SAS IP, Inc. 1–37 VM11 Results Comparison Target Deflection at F1 , in Stressr , psi 1. 1–38 ANSYS Ratio -0.07533 -0.07534 1.000 -5,650. -5,650.[1] 1.000 SAXL in element solution printout for element 2. ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM12: Combined Bending and Torsion Overview Reference: S. Timoshenko, Strength of Material, Part I, Elementary Theory and Problems, 3rd Edition, D. Van Nostrand Co., Inc., New York, NY, 1955, pg. 299, problem 2. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): Elastic Straight Pipe Element (PIPE16) Input Listing: vm12.dat Test Case A vertical bar of length is subjected to the action of a horizontal force F acting at a distance d from the axis of the bar. Determine the maximum principal stress σmax and the maximum shear stress τmax in the bar. Figure 12.1 Combined Bending and Torsion Problem Sketch Material Properties E = 30 x 106 psi υ = 0.3 Geometric Properties = 25 ft d = 3 ft Section modulus (I/c) = 10 in3 Loading F = 250 lb M...
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