03-01-2010, 06:38 AM
thanks guys
but even when i do automesh for the slab of type (deck) it is giving me unrealistic displacements
and when using the shell instead of membrane or deck it gives good displacements but it does not distribute loads realisticly ( suppose i have one way load distribution slab , if i choose shell it will distribute the loads to the joints over the beams and i will get almost the same M33 in the four beams around the slab but when using deck or membrane i will have the loads distibuted the right way but with huge displacements)
but even when i do automesh for the slab of type (deck) it is giving me unrealistic displacements
and when using the shell instead of membrane or deck it gives good displacements but it does not distribute loads realisticly ( suppose i have one way load distribution slab , if i choose shell it will distribute the loads to the joints over the beams and i will get almost the same M33 in the four beams around the slab but when using deck or membrane i will have the loads distibuted the right way but with huge displacements)