Subscribe
View a Printable Version
Send this Thread to a Friend
Subscribe to this thread
08-11-2010, 04:12 AM
Hi everyone!
I just want to have a survey regarding the best way to model a flat plate/slab.
Which of the following model do you prefer to use in your analysis when having a flat slab and with varying area loads?
a. Slab defined as membrane with imaginary beam with depth equal to the depth of slab connected to the vertical elements.
b. Slab defined as shell meshed automatically to vertical elements.
c. Slab defined as shell meshed manually to column/wall.
I just want to have a survey regarding the best way to model a flat plate/slab.
Which of the following model do you prefer to use in your analysis when having a flat slab and with varying area loads?
a. Slab defined as membrane with imaginary beam with depth equal to the depth of slab connected to the vertical elements.
b. Slab defined as shell meshed automatically to vertical elements.
c. Slab defined as shell meshed manually to column/wall.
"If I had eight hours to chop down a tree, I'd spend six sharpening my ax. "- A. Lincoln