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Search: Posts Made By: vishnukmd7
Forum: ANSYS December 27, 2010, 04:27
Replies: 3
Views: 1,921
Posted By vishnukmd7
Cool Solved

I'm rather disappointed with the lack of response.Anyway , i figured out the problems.Here is the completed report in case any one is interested : http://tinyurl.com/39uoghc at...
Forum: ANSYS December 22, 2010, 09:35
Replies: 3
Views: 1,921
Posted By vishnukmd7
Well , I figured out the problem with the first...

Well , I figured out the problem with the first problem.The moment of inertia is getting registered wrongly with the ansys program for some reason. Instead of 5.99e-8 its reading 2.somethinge-8.
Any...
Forum: ANSYS December 22, 2010, 07:04
Replies: 3
Views: 1,921
Posted By vishnukmd7
And even more problematic for me is the modeling...

And even more problematic for me is the modeling of simply supported beams.
When I change the D code line in the code to d,1,uy,0 and d,2,uy,0 and try to execute the same code , nothing happens.No...
Forum: ANSYS December 22, 2010, 06:54
Replies: 3
Views: 1,921
Posted By vishnukmd7
Verification of code : Solution and therectical values dont match

The problem is a I beam (HE 120A Beam) clamped at both ends ( no freedom of displacement or rotation).Length is 3m.The code I wrote is the following :
/PREP7
MP,EX,1,2e11
MP,NUXY,1,0.3...
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