10-12-2010, 09:02 AM
(This post was last modified: 10-12-2010, 09:27 AM by concreteok.)
try to offset in the superimposed dead load input.
say u have 10kN/m self weight and 5kN/m superimposed dead load.
(1.40-1.35)x15 = 0.75kN/m, then u use 4.25kN/m as superimposed dead load.
say u have 10kN/m self weight and 5kN/m superimposed dead load.
(1.40-1.35)x15 = 0.75kN/m, then u use 4.25kN/m as superimposed dead load.
concrete solution advocate