Slab width, b = 1000   mm     depth, h= mm    

rebar φ_st, 10 8 10 12 13 16 20 25 32 40 50   mm ,     link φ_sv, 10 6 8 10 12 13 16 20   mm ,     cover, 25 15 20 22 25 28 30 32 35 38 40 43 45 48 50 53 55 58 60 63 65   mm    

Ult Moment, M_ult = kNm/m    Ult Shear V_ult = kN/m

Deflection check on slab at service stage
One-way spanning slabs of approximately equal span: uniformly distributed loads
Simply Supported End Span Interior Span      

L_span = m     (L_span = 0 if s/d check not required)
Deflection control using ; Rebar spacing Ast pvd