Positive bending resistance As the slab span changes,the ultimate design load changes; The table below shows the ultimate design loads with different spans calculated from the bending resistance Table 1.The ultimate design loads L(mm) 1500 1650 1800 1950 2100 2250 2400 2550 2700 2850 3000 3150 3300 qu(kN/mm 49.24 40.70 34.20 29.14 2) 25.12 21.88 19.24 17.04 15.20 13.64 12.31 11.17 10.17Positive bending resistance As the slab span changes, the ultimate design load changes; The table below shows the ultimate design loads with different spans calculated from the bending resistance L(mm) 1500 1650 1800 1950 2100 2250 2400 2550 2700 2850 3000 3150 3300 qu (kN/mm 2 ) 49.24 40.70 34.20 29.14 25.12 21.88 19.24 17.04 15.20 13.64 12.31 11.17 10.17 Table 1. The ultimate design loads