Design the solid slav systme ( beam and slabs ) shown in figure below, subjected to the superimposed dead load
1.5K(N)/(m^(2))
and factorial live load
4.8K(N)/(m^(2))
, beam width
bw=350mm
column dimension
350**350mm
, assume normal concrete,
fc=21Mpa
, and
fy=250Mna
.