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A.C.I. Code according to A.C.I. adjacent and parallel American Concrete Institute analysis Area of steel band in panel bars required bending Building Code calculated cantilever center of lift center to center CM CM column center line column strip adjacent connection considered crete crossheads depth 6.62 inches Distribution factors effective depth 6.62 equal to slab ERECTION STRESSES exterior column factors and fixed figure 15 Figure 17 figure 9 flat slab floor load free standing height half column strip Hence interior support K.Ft K.Pt Kip Feet Kips 62 Kips lift-slab construction lift-slab method lifting rods live load Load Area marginal beam middle strip Negative Moments parallel to marginal prestressed concrete Reduced Reinforced Concrete S*TOT safe load Section Modulus required shown in figure skin friction slab thickness SLEEVE THICKNESS steel required Stiffener Thickness stiffness TOT+ total load University of Wisconsin wind pressure