Extracted text: GROUP A B3 Given: 3 Concrete, f'c= 24MPA. Steel, fy= 420MPA. Superimposed dead load, WsD= 4.5kN/m:. SLAB 1 Live load, WL= 2.5kN/m:. Perimeter wall weight= 21KN/m. All columns are 300x600mm. Design the slab and beam B2 B3 5.00m 5.00m 5.00m B) 2) 6.50m B1 6.50m B2 1.00m B2 B1