0120 ansys 10000 0120 ratio 1000 1000 ansys

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Unformatted text preview: ,695. 1.000 Stress in copper, psi 10,152. 10,152. 1.000 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–23 VM4: Deflection of a Hinged Support 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. 10, problem 2. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): 2-D Spar (or Truss) Elements (LINK1) Input Listing: vm4.dat Test Case A structure consisting of two equal steel bars, each of length and cross-sectional area A, with hinged ends is subjected to the action of a load F. Determine the stress, σ, in the bars and the deflection, δ, of point 2. Neglect the weight of the bars as a small quantity in comparison with the load F. Figure 4.1 Hinged Support Problem Sketch £ " ¢ ¤ θ  θ ¡ ¡ δ #  ¨   ¦ !  ¨©§¥ Material Properties E = 30 x 106 psi Geometric Properties = 15 ft A = .05 in Θ = 30° Loading F = 5000 lb Analysis Assumptions and Modeling Notes Consistent len...
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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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