Notes

Design Code, EC2 BS8110     

Concrete and Reinforcement ;
f_{ck.cube,demoulding}, 15 10 15 20 25 30 35 40 45 50   N/mm2 ,     f_{ck.cube,installation}, 30 15 20 25 30 35 40 45 50 55   N/mm2 ,     f_{ck.cube,service}, 30 20 25 30 35 38 40 45 50 55   N/mm2    

Conrete Density, γ_conc = 25 24   kN/m3 ,     steel rebar, f_yk 500 460 485 500   N/mm2 ,     cover, 25 20 25 30 35 40 45 50   mm    

prefered reinforcements diameter, φ_rebar 10 8 10 12 13 16 20 25   mm       prefered reinforcements type, φ_type, BRC Reinforcements   mm    

Factor Safety, FOS
FOS_demoulding= 3.0 1.0 1.25 1.3 1.5 1.6 2.0 2.5 3.0       FOS_{lifting/installation}= 3.0 1.0 1.25 1.3 1.5 1.6 2.0 2.5 3.0      

DIMENSIONS ;
Wall thickness, t_panel = 150 75 65 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 165 170 175 190 195 200 205 210 215 220 225 230 235 240 245 250 260 265   mm    

Height, h_panel = mm     Width, b_panel = mm    

DEMOULDING LIFTING POINTS ;
h_lifting,top = mm     (dist to the panel top) ,         h_lifting,bott = mm     (dist to the panel bottom)    

LIFTING DURING INSTALLATION ;
Lifting during installation pivots the panel from the bottom. (see pic below)