points For the slab shown in figure. Determine the steel reinforcement in the short direction for the continuous edge. LL=6 kN/m2. Use f'c=28 MPa, fy =420 MPa 0.3 6.0 m 0.3 0.3 A 4.2 m 0.3 012 @150 mm 012 @120 mm 012 @140 mm 010 @140 mm