Use Analyse Menu on the top of the screen to open dialog boxes again Project Name: SMARTDEK51 Version 1 SMARTDEK typical Design Output Spans Parameter Notations Single End Slab thickness 160 Top tensile reinforcement over supports: 510 Pattern of negative reinforcement Pattern 1 Concrete cover c (mm) 20 Minimum reinforcement requirements in both directions Sufficient Fire reinforcement (additional to shrinkage and negative reinforcement) 170 Bottom tensile reinforcement (additional to SMA 0 Compression reinforcement: Bottom at support 40 Number of temporary props 2 Input parameters Type of Buildings Continuous narrow supports Tensile & Compression Reinf. Span Configuration End Spans Tensile & Comp. Reinf. Diame Continuous Spans More than four spans SMARTDEK sheeting, mm Conditions of Exposure Mild Slab thickness, mm Max. ratio of adjacent spans Ll/Ls up to 1.2 Q live load, kPa Deflection Limits of G superimposed dead load, kP Composite Slabs Total<L/250 Imposed<L/350 Slab c/c span, mm 4500 SMARTDEK steel grade, MPa No. of formwork spans Single span Stacked materials Qs, kPa Formwork Deflection Limits L/180 Fire Design Support width of steel frame Fire Resistance Periods and masonry supports, mm 100 Fire imposed load factor Degree of moment redistribution No redistribution Fire Reinforcement Grade, MP D,cs (mm) A - s (mm 2 ) Afire (mm 2 ) A+,mid (mm 2 ) Acom,sup (mm 2 ) ys

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SMARTDEK 51 Slab Sample Design

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Sheet1Use Analyse Menu on the top of the screen to open dialog boxes againProject Name:SMARTDEK51 Version 1SMARTDEK typical

Design Output

SpansParameter NotationsSingleEndInterior

Slab thickness D,cs (mm)160Top tensile reinforcement over supports: A-s (mm2)510Pattern of negative reinforcementPattern 1Concrete cover c (mm)20Minimum reinforcement requirements in bothdirectionsSufficientFire reinforcement (additional toshrinkage and negative reinforcement) Afire (mm2)170Bottom tensile reinforcement (additional to SMARTDEK) A+,mid (mm2)0Compression reinforcement: Bottom at support Acom,sup (mm2)40Number of temporary props2

Input parameters

Type of BuildingsContinuous narrow supportsTensile & Compression Reinf. 415Span ConfigurationEnd SpansTensile & Comp. Reinf. Diameter10mmContinuous SpansMore than four spansSMARTDEK sheeting, mm0.7Conditions of ExposureMildSlab thickness, mm-Max. ratio of adjacent spans Ll/Lsup to 1.2Q live load, kPa2Deflection Limits ofG superimposed dead load, kPa1Composite SlabsTotal