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CONCRETE COMPOSITE DECK - Colour Roof

PROFILEDSTEELSHEETSS teeldeckis madebycoldformingstructuralgradesheetste elintoa (CRCA)steel(IS513)isnotrichincontentinre specttothestructuralapplicationsthatCRCA steelhasbeenwitne~ (HR)SteellongavailableingradeslikeYst240 andYst310forprocessingintoCRste~l, ,becauseofthelowductilityofhightensilest eel(elongationsaregenerallyabout1 to4%forYst550gradeCR), , , (FORMDECK) ,andprovidingfasteroccupancytranslatesin tosoundbusi~esslogic, ~Strongerthanconventionalshuttering~Give scongestion-freeareaduringconstruction~P racticallypropless-freespaceforparallela ctivities~Simultaneouscastingofmultiplef loorspossible~Materialandsectionalproper tiesimpartadditionalstrengthtofinishedco ncreteslabduringserviceperiod~Profilesha pesprovideadditionalspacefornestingservi celineswithinthenotches~Fastertoinstallt hanconventionalshuttering~Availableinmul tiplematerialchoicesSTEEL-CONCRETECOMPOS ITEDECKI nadditiontoactingasaformdeck(shuttering) duringtheconstructionperiod, , , expressedbya co-efficientdenotedas"k"whilethemechanic alinterlockingbetweensteelandconcretemad eeffectivebytheembossmentsisdenotedby"m" .

PROFILED STEEL SHEETS Steel deck is made by cold forming structural grade sheet steel into a repeating pattern of parallel ribs. The strength and stiffness of the

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  Deck, Concrete, Composite, Strength, Concrete composite deck

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Transcription of CONCRETE COMPOSITE DECK - Colour Roof

1 PROFILEDSTEELSHEETSS teeldeckis madebycoldformingstructuralgradesheetste elintoa (CRCA)steel(IS513)isnotrichincontentinre specttothestructuralapplicationsthatCRCA steelhasbeenwitne~ (HR)SteellongavailableingradeslikeYst240 andYst310forprocessingintoCRste~l, ,becauseofthelowductilityofhightensilest eel(elongationsaregenerallyabout1 to4%forYst550gradeCR), , , (FORMDECK) ,andprovidingfasteroccupancytranslatesin tosoundbusi~esslogic, ~Strongerthanconventionalshuttering~Give scongestion-freeareaduringconstruction~P racticallypropless-freespaceforparallela ctivities~Simultaneouscastingofmultiplef loorspossible~Materialandsectionalproper tiesimpartadditionalstrengthtofinishedco ncreteslabduringserviceperiod~Profilesha pesprovideadditionalspacefornestingservi celineswithinthenotches~Fastertoinstallt hanconventionalshuttering~Availableinmul tiplematerialchoicesSTEEL-CONCRETECOMPOS ITEDECKI nadditiontoactingasaformdeck(shuttering) duringtheconstructionperiod, , , expressedbya co-efficientdenotedas"k"whilethemechanic alinterlockingbetweensteelandconcretemad eeffectivebytheembossmentsisdenotedby"m" .

2 Thedesignofthecompositeslabisentirelygov ernedbythesetwocoefficients"m"and"k"whic harealsoknownastheshear-bondvaluesofa (BS5950: Part4,EUROCODE3)asperguidelineslaiddowni nthestandardbeforetheprofilecanqualifyas atrue, (SERC),ChennaiandCoimbatoreInstituteofTe chnology(CIT). ,thereafterCRiLDECKSPAN hasbeencertifiedashavingm=88 MPaandk= [ReferGuidebookfordesignof EmbossedProfiledSheetsActingasCompositeD eckpublishedbyInstituteof SteelDesign&' ] m, , (forspecialordersonly).DIICKSPAl'IInDeih lMetro135r135T148j123f840mm812t3271"'O~E RLAPCOVER(Bottom) ( )~ $"fptThicknessshownarestandardforDECKSPA N, , @


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