Ing.Vedder
Guest
Hello to all boys,
I would have some stupid stupid domandina about inventor and his ability to perform work stress analysis...tengo to specify the fact that I am not expert in the matter so do not take for granted anything in your answers.:biggrin:
1)Is it possible to carry out static analysis on assemblies instead of on parts? I need to check a simple flange joint between two beams. I designed the complete axieme of all the bolting taken from the bookcases, I just want to verify it subject to cutting loads and moments that go to act on this joint, how should I proceed?
2)We admit that I have a perfectly flat sheet and want to insert a bond only to a portion of this flat plate (we imagine a circular area in the middle of the slab). When I go into the bonds, how do I make him realize that all the face of the slab I want only my hypothetical circular portion to be bound?
I hope to explain myself, thank you for the help that I know already will not delay to arrive.
ev
I would have some stupid stupid domandina about inventor and his ability to perform work stress analysis...tengo to specify the fact that I am not expert in the matter so do not take for granted anything in your answers.:biggrin:
1)Is it possible to carry out static analysis on assemblies instead of on parts? I need to check a simple flange joint between two beams. I designed the complete axieme of all the bolting taken from the bookcases, I just want to verify it subject to cutting loads and moments that go to act on this joint, how should I proceed?
2)We admit that I have a perfectly flat sheet and want to insert a bond only to a portion of this flat plate (we imagine a circular area in the middle of the slab). When I go into the bonds, how do I make him realize that all the face of the slab I want only my hypothetical circular portion to be bound?
I hope to explain myself, thank you for the help that I know already will not delay to arrive.
ev