steel rebar, f_st = 500 460 485 500   N/mm2     steel 'C' links , f_sv 500 460 250 460 500   N/mm2    

Design width, b_slab = 1000   mm     Thickness, h_slab = mm    

L_span = mm     L_cant,R = mm     L_cant,L = mm    

Live Loads, LL = 3 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 10 12 12.5 15 16 20 25 30 35 40 50   kN/m2      sdL= 1.2 0.0 0.25 0.5 0.75 1.0 1.2 1.25 1.5 1.75 2.0 2.25 2.5 2.75 3.0 3.25 3.5 4.0 5.0 6.0   kN/m2    

A_st diameter, 10 6 8 10 12 13 16 20 25   mm     A_st type, BRC Reinforcements   mm