ABSTRACT
Section moduli: Zt = 7737 × 106 mm3, Zb = 6972 × 106 mm3 19.3.1 Calculation of Live Loadings at SLS (i). Live loading: The live loadings to be used are as detailed in section 16.5.8. All γ factors are taken as unity. The ψ0 values for UDL due to vehicular traffic and pedestrian load is 0.40. For a tandem load ψ0 = 0.75.
