Dat test case find the stresses in the copper and

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Unformatted text preview: (&  # !    )'%$"  ¡ ¢ § ¦ ¦ ¥ ¥ ¤ ¤ £ £ P3HIGFB76EB DA& 36 B@A'9 )& &75310   &  C 8 8  8 64 2 Material Properties E = 30 x 106 psi Geometric Properties = 20 ft = 240 in. a = 10 ft = 120 in. h = 30 in. A = 50.65 in2 Iz = 7892 in4 Loading w = 10000 lb/ft = (10000/12) lb/in ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–21 VM2 Analysis Assumptions and Modeling Notes Consistent length units (inches) are used. A half-model could also have been used because of symmetry. Results Comparison Target Stress, psi Deflection, in 1. ANSYS Ratio -11,400 -11,404 1.000 0.182 0.182 1.003 occurs at the bottom flange of the beam Figure 2.2 Displaced Geometry Display 1–22 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM3: Thermally Loaded Support Structure 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. 30, problem 9. Analysis Type(s): Static...
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