Composite floor deck

ComFlor® 80

Combined 80mm deep round shouldered trapezoidal composite profile with long span capability. ComFlor® 80 is the big sister to ComFlor® 60 with the same round shoulder combined profile technology applied to an 80mm deep trapezoidal shape to give bigger span capability. The use of this profile allows a designer to reduce still further the number of secondary beams in a building.

  • Extended span and versatile
  • Reduced number of secondary beams
  • Low concrete and steel usage
  • Central stud placement
  • Lighter weight sheets for safer installation
  • Exceptionally durable anti-corrosion finishes

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Product specification

EN_US-Construction-Product-ComFlor 80-default-MENA(Jebel Ali)

ComFlor 80
Specification details

EN-US-Construction-Product-ComFlor | Design support-MENA(Jebel Ali)

Design support

We maintain a friendly technical help desk which is freely available to all consulting engineers, and contractors to assist with all aspects of ComFlor® composite floor design. The services we offer include:

Design calculations
To assist the specifier, the team are able to provide design calculations, generally dictated by the construction stage condition, the load and span required for service and the fire resistance required for the slab. Our team can also help with specialised design issues such as point loads, requirements for anti crack mesh, openings, etc.

Vibration
ComFlor composite floor decks can meet the most stringent vibration applications, such as those required for National Health Service operating theatres.

Software tools
Comprehensive ComFlor Software is free to download here. The ComFlor® Software provides quick and easy calculations for different building categories, loads, fire performance, spans, vibration, point loads and line loads. Regular updates are sent to all registered users.

Supporting beam width
For all ComFlor 46 load/span tables, the width of the support beam used is assumed to be 152mm.

Fire design
The capacity of the composite slab in fire may be calculated using two methods, either ‘Mesh and Deck Fire Method’ (mesh only and no trough bar reinforcement) or ‘Bar Fire Method’ (trough bottom bar reinforcement only with no contribution from the mesh and profile).

Specification service
Our ComFlor team are able to provide a comprehensive specification guidance to ensure the correct composite floor specification goes into the contract documents.

In-house CPD seminars
Primarily aimed at Engineers and Architects, these free seminars last around 50 minutes, ending with a question & answer session and are delivered by our experienced regional teams. Topics include:

  • Composite floor decking in construction.
  • Structural roof decking in construction.
  • Steel building envelope systems for non-domestic buildings.
  • Factory tour – Insulated Panel Line at Shotton works.

For full technical information download our ComFlor® manual

For full technical information download our ComFlor® Manual

EN_US-Construction-Product-ComFlor 80 | Design Information-MENA(Jebel Ali)

Design Information

ComFlor® 80 composite slab - volume and weight (EC values)

  Weight of concrete (kN/m2)
Slab depth
(mm)
Concrete
volume
(m3/m2)
Normal weight concreteLightweight concrete
WetDryWetDry
1300.085--1.701.62
1400.0952.382.281.901.81
1500.1052.632.522.102.00
1600.1152.882.762.302.19
1700.1253.133.002.502.38
1800.1353.383.242.702.57
1900.1453.633.482.902.76
2000.1553.883.723.102.95
2100.1654.133.963.303.14
2200.1754.384.203.503.33
2300.1854.634.443.703.52
2400.1954.884.683.903.71
2500.2055.134.924.103.90

Notes

1. Deck and beam deflection (ie, ponding) is not included in the table.
2. Deck and mesh weight is not included in the weight of concrete figures.
3. Eurocode density of concrete is taken as:

Normal weight (wet) 25 kN/m3
Normal weight (dry) 24 kN/m3
Lightweight (wet)     20 kN/m3
Lightweight (dry)     19 kN/m3


ComFlor® 80 (S350) section properties (per metre width)

Nominal 
thickness 
(mm)
Design 
thickness 
(mm)
Cross section 
area (mm2/m)
Profile 
weight 
(kN/m2)
Height to neutral 
axis 
(mm)
Moment of inertia
(cm4/m)
Ultimate moment 
capacity (kNm/m)
SaggingHoggingSaggingHogging
0.900.861382 0.1144.86165.42156.1710.768.68 
1.000.961542 0.1244.90181.32171.83 13.34 10.65
1.201.161864 0.1545.01213.13203.1618.4914.59

Section properties in the above table conform to BS 5950.

Deck material
Tata Steel hot dip zinc coated steel to BS EN 10346 S350GD+Z275, with guaranteed minimum proof strength of 350N/mm2 and zinc coating of total mass 275g/m2 (including both sides). This is sufficient for internal floors in a non-aggressive environment, which satisfies the requirement in clause 4.2 BS EN 1994-1-1 - the exposed surfaces of the steel decking shall be adequately protected to resist the particular atmospheric conditions. A zinc coating, if specified, should conform to the requirements of BS EN 10346. The specification may be varied, depending on service conditions.

Anti-crack mesh
As a minimum requirement where the control of crack width is of no interest, BS EN 1994-1-1, 9.8.1(2) recommends that, where continuous slabs are designed as simply-supported in accordance with BS EN 1994-1-1, 9.4.2(5), the cross-sectional area of the anti-crack reinforcement above the ribs should be not less than 0.2% of the cross-sectional area of the concrete above the ribs for un-propped construction, and 0.4% of this cross-sectional area for propped construction. The mesh specified in the quick reference Eurocode tables, complies with this clause.

Where forklift truck (or other similar concentrated loading) is expected, 0.5% minimum percentage reinforcement should be used over the supports and the previous stated percentages elsewhere to control cracking. For further information refer to SCI AD150.

In accordance with Steel Construction Institute (SCI) P300 ‘Composite Slabs and Beams Using Steel Decking: Best Practice for Design and Construction, a nominal cover of 25mm is stated for an exposure level XC1, for all concrete cylinder strengths for both normal (C25/30 to C40/50) and lightweight concrete (LC25/28 to LC32/35). This nominal cover of 25mm is the minimum cover of 15mm plus a fixing tolerance of 10mm.

Supporting beam width
For all ComFlor® 46 load/span tables, the width of the support beam used is assumed to be 152mm.

Fire design
The capacity of a composite slab with nominal anti-crack mesh in fire is calculated in accordance with Steel Construction Institute NCCI PN005 ‘Fire resistance design of composite slab’. Two fire-design methods can be used in the ComFlor® 9 software, namely ‘Mesh and Deck Fire Method’ or ‘Bar Fire Method’. For further details of the performance of composite slabs with nominal anti-crack mesh in fire, please contact the technical team.

Design support
The Technical Department at Tata Steel offers a comprehensive advisory service on design of composite flooring, which is available to all specifiers and users. Should queries arise which are not covered by this literature or by the ComFlor® 9 software, please contact us.
 

For full technical information download our ComFlor® manual

EN_US-Construction-ComFlor-Finishes-MENA(Jebel Ali)

Finishes

Standard galvanised

Our whole range comes with Z275 standard galvanising as standard - this means that the steel has been coated with a layer of zinc weighing 275 g/m² on both sides of the steel (the total mass of zinc). This is applied by hot-dip galvanizing, where the steel is dipped into molten zinc to form a durable and protective layer.

MagiZinc® 140

MZ140 products deliver a lower whole life reduction in coating CO2 when compared with Z275 galvanised coating. The coating process for our MZ products requires fewer resources but delivers improved product performance.

MagiZinc® 310

MZ310 products deliver a lower whole life reduction in coating CO2 when compared with Z275 galvanised coating. The coating process for our MZ products requires fewer resources but delivers improved product performance. This is a premium product delivering further enhanced durability over the whole life of your project.

For full technical information download our ComFlor® manual

For full technical information download our ComFlor® Manual

EN_US-Construction-Product-ComFlor-range-low-carbon-options-ComFlor-MENA(Jebel Ali)

Responsible low carbon options

Environmental Product Declarations (EPDs)

Our vision is to ‘enable the creation of sustainable spaces where we live work and play’. As a manufacturer we have a duty to operate responsibly and in a transparent way. We are one of the most transparent and reported construction product manufacturers in the Middle East and Africa, with a unique offering of project specific and bespoke Environmental Product Declarations. This is enabled by our unique operatorship of an Environmental Product Declaration Programme.

Find out more about EPDs and request your project specific EPD

Optemis® Carbon Lite

Optemis Carbon Lite is a fully certified in-setting scheme verified by leading assurance organisation DNV. Our continued commitment to decarbonisation means reductions in CO2 emissions can now be passed on to our customers, enabling them to achieve immediate Scope 3 emission savings.

Revenues generated from the sale of Optemis Carbon Lite certificates are used to fund additional projects, generating further CO2 savings to be verified by DNV and speeding up our decarbonisation efforts.

Find out more about Optemis Carbon Lite


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For full technical information download our ComFlor® manual

For full technical information download our ComFlor® Manual

EN_US-Construction-Product-ComFlor-range-specification-software-MENA(Jebel Ali)

ComFlor® specification software

Using the ComFlor software is an efficient way to determine suitable solutions for your flooring needs.

The software enables you to enter profile, spans, slab depth, loadings (including line loads and point loads) and fire requirements plus can check for additional reinforcement, propping or using fibres, giving you a several page output confirming the suitability of your design.

Design principles are in accordance with the appropriate parts of BS 5950 : Part 4 (1994), Part 6 (1995), Part 8 (1991) For design to the Eurocodes, the design principles are in accordance with EN 1994-1-1 and EN 1994-1-2:Eurocode 4. The design checks performed by the program cover the construction stage, the normal design stage and fire.

A version of this software, using customary dimensions for the Middle East market, is available to download here.

 

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For full technical information download our ComFlor® manual

For full technical information download our ComFlor® Manual

EN_US-Construction-Product-ComFlor 80-downloads-MENA(Jebel Ali)

Downloads

Downloads

EN_US-Construction-Product-ComFlor 80 | Download BIM objects-MENA(Jebel Ali)

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The DNA Profiler has been designed to allow you to access Tata Steel’s product information (3d parametric objects & data) how you want, when you want, to the level of detail you want, in the format you want.

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ComFlor 80 1.2mmBIM DNA Profiler

 

 

In addition to our DNA Profiler, you can access our BIM content at BIMobject.com

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