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
