Two Way Flat Plate system
Two Way Flat Plate system
(OP)
I need to analyse a two way flat plate parking garage. Since the span do not follow Direct design method, I want to model it in STAAD and obtain design moments and shears.
Can I get some tips. Shall I model slab as beam frame. Assign .25 cracked M.O.I? Column joint with slab as Torsional member? what size?
Can I get some tips. Shall I model slab as beam frame. Assign .25 cracked M.O.I? Column joint with slab as Torsional member? what size?






RE: Two Way Flat Plate system
Mike McCann
MMC Engineering
RE: Two Way Flat Plate system
DaveAtkins
RE: Two Way Flat Plate system
Dik
RE: Two Way Flat Plate system
it is existing garage