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Jose Cristos's Discussions
Linear Edge restrains
5 Replies
Hi all,I am trying to model a plate with uniform pressure and simply suppported at its four edges.So I create the plate 2000x1000x25 mm, put the pressure load and restrain the two consecutive edges…Continue
Started this discussion. Last reply by Jose Cristos Mar 13, 2013.
Plots Interpretation
9 Replies
Hello:I´m trying to interpretate SnS plots and compare them to analythical values for a clamped beam under distributed load.Special concern about Shear stress XZ as I work with composites and for…Continue
Started this discussion. Last reply by Bob Johansson May 25, 2012.
Stress coordinate system
1 Reply
Hello:What is the coordinate system stresses are refered to? The Rhino universal or any other local?Continue
Started this discussion. Last reply by Michael Freytag Mar 13, 2012.
Out of Plane Shear
2 Replies
Hello!I´m using SnS for aprox. calculation of structures in composites. Although SnS only works with isotropic materials, it provides me with a very useful approximate value for deflection and…Continue
Started this discussion. Last reply by Jose Cristos Jan 24, 2012.
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Looking at a stress element in a beam loaded under vertical shear, there has to be a horizontal shear component to offset the vertical shear for static equalibrium to occur.