B 0 b r i0 qpahg fe b 0 9 6 1d c0

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Unformatted text preview: al . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM1: Statically Indeterminate Reaction Force Analysis 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. 26, problem 10. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): 2-D Spar (or Truss) Elements (LINK1) Input Listing: vm1.dat Test Case A prismatic bar with built-in ends is loaded axially at two intermediate cross-sections by forces F1 and F2. Determine the reaction forces R1 and R2. Figure 1.1 Prismatic Bar Problem Sketch ¡ © ¢ £ £ "B 0 ! B@ ¦ © ¨ ¤  ¨ ¥ ¤ ¥  § 3421")'(&$" ! 0 % # §    "R I0@" # ¨ !!QPAHG$" FE " B 0 @ 9 " 6 " 1D C0 ¦ A$"4787$5 Material Properties E = 30 x 106psi Geometric Properties = 10 in. Loading F1 = 2F2 = 1000 lb a = b = 0.3 Analysis Assumptions and Modeling Notes Nodes are defined where loads are to be applied. Si...
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