ANSYS varification manual 9

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Unformatted text preview: 076E-05 1.027 Case 2 (Max E, Min Thick) -0.9022E-05 -0.9110E-05 1.010 Case 3 (Min E, Max Thick) -0.6039E-05 -0.6060E-05 1.003 Case 4 (Min E, Min Thick) -0.1103E-04 -0.1105E-04 1.002 1–570 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM243: Cantilever Beam with Triangular Loading Defined by Function Overview Reference: F. P. Beer and E. J. Johnston, Jr., Mechanics of Materials, McGraw-Hill, New York, NY, 1981, pp. 356, 366, 397, 613 Analysis Type(s): Static Element Type(s): PLANE183 Input Listing: vm243.dat Test Case Figure 243.1 Cantilever Beam with Triangular Loading WR YWU 9) ` XV C R SC U TSC GR P% E C QIGHFD%  3 [email protected] §© 7 5¦42 © ©8 6 3 " #! E s 1 0(&$ )'% ¤©¦© §¨¥¦£¤¡¢ 1$ ¨bc7a § r i©6 ©HH£qph8 7 3  5 © U ©gH¦ed ¡f© Material Properties E = 30E6 I= s4 12 Geometric Properties s=1 L=1 Loading w(x = 0) = 1 w(x = L) = 0 linear variation between them ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–571 VM243 Analysis Assumptions and Mo...
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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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