29749 ansys 150002 29750 ratio 1000 1000 1 axial

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Unformatted text preview: = Fd = 9000 in-lb Analysis Assumptions and Modeling Notes Use consistent length units of inches. Real constants R1 = 4.67017 in. and R2 = 2.33508 in. (pipe O.D. and wall thickness, respectively) are calculated for a solid cross-section from the given section modulus. The offset load is applied as a centroidal force and a moment. ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–39 VM12 Results Comparison Target[1] ANSYS Ratio Principal stressmax , psi 7527. 7527.[2] 1.000 Shear stressmax , psi 3777. 3777.[3] 1.000 1. Solution recalculated 2. Corresponds to S1MX in element solution printout 3. Calculated as SINTMX/2 (SINTMX from element solution printout) since SINTMX is defined as twice the maximum shear stress. 1–40 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM13: Cylindrical Shell Under Pressure 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. 45, article 11. A. C. Ugural, S. K. Fenster, Advanced Strength and App...
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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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