CORUS SLIMDEK PDF

Slimdek Manual – Complete – Tata Steel construction . Corus Slimdek Bro. ( Page 2) – Tata Steel CORUS Student bridges v3 – Tata Steel construction. Quality, flexibility and durability are terms synomous with Corus sections and plates. Slimdek and Corefast solutions extend the range of cost-effective steel. Corus Advance sections brochure. Slimdek. Slimdek (Fig.3) is a shallow floor system that incorporates a rolled Asymmetric Slimflor Beam (ASB) with ComFlor.

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This is sufficient for internal floors in a non-aggressive environment, which satisfies the requirement in clause 4. A zinc coating, if specified, should conform to the requirements of BS Slidmek 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 slimvek, 9. The mesh specified in the quick reference Eurocode tables, complies with this clause. Where forklift truck or other similar concentrated loading is expected, 0. This nominal cover of 25mm is the minimum cover of 15mm plus a fixing tolerance of 10mm.

For further details of the performance of composite slumdek 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. Our Load Span tables are designed to optimise the span in the construction stage, with the minimum amount of anti-crack reinforcement required by the relevant design code, while also considering the minimum requirements for the various imposed loading and fire resistance periods.

Design principles are in accordance with the appropriate parts of BS The design checks performed by the program cover the construction stage, the normal design stage and fire. The slab may be propped or unpropped during construction and may also span over one or more permanent or temporary supports.

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In the double span case, the spans may be equal or unequal.

At the normal design stage, however, the slab is always assumed to be simply supported between permanent supports. The slab is assumed to span only in the direction of spanning of the decking i. Subject to your acceptance of these Terms and Conditions as set forth on this page, you are hereby granted a non-exclusive, non-transferable right to use this Program for the sole purpose of assisting in the selection or specification of products described in the program.

You agree not to copy, reverse compile or engineer, disassemble, or otherwise use this program, or permit others to do so, other than as specifically authorised in these Terms and Conditions. The latest version of this program is available via the Download button at the base of this page. In no event shall Tata Steel be liable for any direct or indirect, consequential, special, financial or economic losses, damages, costs claims or expenses including any loss of profits howsoever arising whether due to negligence or otherwise associated with the use, or inability to use, this Program.

Risk in the use of this Program lies solely with the user. 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. Regular updates are sent to all registered users. To request a CPD seminar please click here. Due to an internal error, we couldn’t send your request. We respect your privacy and will not share your personal information with slikdek parties or partners.

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By ticking this box you are agreeing to receive further information from us by email. If you change your mind later about receiving emails from us, you can unsubscribe. Combined 80mm deep round vorus trapezoidal combined composite profile with long span capability.

Superb span capability combined with composite performance: The optimised profile design gives superb span capability combined with composite performance with a very small concrete usage. Easy service attachment and integration: The inclusion of a re-entrant allows for easy service attachment and services can be concealed within the large profile void.

Provides reduced overall floor height with fewer steel beams. Deck and beam deflection ie, ponding is not included in the table. Deck and mesh weight is not included in the weight of concrete figures. Eurocode density of concrete is taken as: RIGHT TO USE Subject to your acceptance of these Terms and Conditions as set forth on this page, you are hereby granted a non-exclusive, non-transferable right to use this Program for the sole purpose of assisting in the selection or specification of products described in the program.

The services we offer 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. ComFlor load span tables. ComFlor technical drawing.

ComFlor profile drawing.

The ComFlor range at a glance. Save and Download Download all. Need to speak to someone? I have read and accept the data protection statement. I would like to receive information from Tata Steel slimfek email. The most successful new generation combined 60mm profile. Contemporary new design of the original British re-entrant profile.

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