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DESIGN OF COMPOSITE DECK SLAB
www.irjet.netMoment Design Shear = 1.72 kNm Moment of Resistance = 4.27 kNm Deflection Actual Deflection (δ) = 2.29 mm Allowable deflection = 9.50 mm 4.3 Design at Composite Stage Design Load At composite stage = 30.35 kN per m run Adequacy of the Section Vertical Shear Design Shear = 17.55 kN per m run