Mar 8, 2013 #1 slab22 Structural Joined Mar 8, 2013 Messages 1 Location GB Does anyone have a hand worked example of top and bottom stresses through an equivilant frame i could look at. design is for a 2 way post tension flat slab.
Does anyone have a hand worked example of top and bottom stresses through an equivilant frame i could look at. design is for a 2 way post tension flat slab.