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Unformatted text preview: nce stress results are not to be determined, a unit cross-sectional area is arbitrarily chosen. Results Comparison
R1 , lb ANSYS Ratio 900.0 900.0 1.000 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–19 VM1
R2 , lb 1–20 ANSYS Ratio 600.0 600.0 1.000 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM2: Beam Stresses and Deflections
Reference: S. Timoshenko, Strength of Material, Part I, Elementary Theory and Problems, 3rd
Edition, D. Van Nostrand Co., Inc., New York, NY, 1955, pg. 98, problem 4. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): 2-D Elastic Beam Elements (BEAM3) Input Listing: vm2.dat Test Case
A standard 30" WF beam, with a cross-sectional area A, is supported as shown below and loaded on the overhangs
by a uniformly distributed load w. Determine the maximum bending stress σ in the middle portion of the beam
and the deflection δ at the middle of the beam. Figure 2.1 Beam with Cross Section Problem Sketch Q
© Q ¨...
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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.
- Spring '09
- The Land