Diameter of Strands;
Strand 1, 0 9.53 12.9 15.2   mm     nos, 0 3 4   ,     Strand 2, 0 9.53 12.9 15.2   mm     nos, 0 3 4 5   ,    
Strand 3, 9.53 12.9 15.2   mm     nos, 11 5 6 7 8 9 10 11 12 13 14       Strand 4, 0   mm     nos, 0      

Concrete strength ;
f_{ck,cube,transfer} 30 25 27 28 30 33 35 36 38 40 45 50   N/mm2     f_{ck,cube,topping} 40 30 33 35 36 38 40 42 45 47 48 50 55 58 60   N/mm2     f_{ck,cube,service} 50 33 35 40 43 45 48 50 53 55 58 60   N/mm2    

f_pst = 1860   N/mm²    

Max initial prestress = f_{pst_initial} = 70 60 75   % of f_pst     % loss = 25 20 22 25 27 28 29 30   %    

Lifting for Demoulding Stage
lifting location , 0.0 0.25 0.50 0.75 0.80 1.00 1.25 1.50 1.60 1.65   m from each ends of the HC slab    

Reinforcement for topping concrete
fst, 500 460 500   N/mm2     BRC, 500 460 485 500   N/mm2    

φ_rebars , 0 10 12 13 16 20 25   mm     rebar_spacing , 200 100 125 150 175 200 225 250 275 300 350 400 450 500 550 600   mm c/c     φ_mesh , 0 8 10 12 13   mm     mesh_spacing , 200 100 150 200 250 300   mm c/c    
Note: Cover to rebars for topping taken as 30mm from top.    

Hollow Core Span, L_s = m    

Nos of equal span props during topping stage, N_props = 0   nos     (unavailable)
note
refers to Props AT EQUAL SPACINGS other that those at the supporting beams location    

topping, h_topping = 75 0 25 30 40 50 60 65 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 200 210 215 225 230 250 260 265 270 275 280 290 300   mm    

Live Loads, LL = 3 0 0.25 0.5 0.75 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 10 12 12.5 15 16 20 25 30 35   kN/m2     Constructio Live Loads, LL_topping = 3 0 1 1.5 2 2.5 3 3.5 4 4.5 5 7.5 10   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 3.75 4.5 5.0 5.5 6.0 6.5 7.0   kN/m2    

Bearing length, L_b 150 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175   mm