Purlins and Slide Rail Systems - 68 Pages

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Catalogue excerpts

Hadley Rolled Products Limited for PURLINS, CLADDING RAILS & FLOOR JOISTS IN BUILDING SHELL CONSTRUCTION

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UltraZED and UltraBEAM cold roll formed Purlins, Side Rails and Floor Beams are manufactured in the West Midlands region of Great Britain by Hadley Rolled Products Limited, a part of The Hadley Group one of Europe’s foremost privately owned producers of cold roll formed sections. The integration of advanced research and development with in-house tool manufacture and the construction of its own rolling machines has earned The Hadley Group its reputation as a major force in cold roll formed technology. UltraZED and UltraBEAM sections are supported by Hadley Rolled Products’ computer software programs...

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MANUFACTURE Dedicated production machinery - manufactured and supported by The Hadley Group ensures product quality and reliability. Individual product marking to customers requirements means easy component recognition. Customer’s identification marks for Purlin, Rail and Floor Beam sections is accommodated by ink-jet marking. On UltraZED section this is positioned on the section lips which allows assessment of bundle contents without unnecessary separation of the contents. SUPPLY & DESPATCH Special packaging and despatch requirements can be accommodated by arrangement. This includes phasing of...

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Hadley Rolled Products Hadley Rolled Products

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Hadley Rolled Products

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UltraZED® UltraBEAM® Contents Reference SECTION PROPERTIES SECTION DIMENSIONS UltraZED Roof Purlins UltraZED Side Rails UltraBEAM Side Rails UltraBEAM Floor Beams Cleader Angle Compound Beam Eaves Beam ROOF UltraZED Section Dimensions Systems Hole Configurations Cleats Services Rafter Stays Drifting Snow Gutter Support Strut and Bracing Purlin Ties (Anti-Sag Bars) Unrestrained Roof Mono-pitch Flat Roof <=3º Curved Roof Steep Roof >30º Tiled Roof Gable Cantilever Gable Terminations Cleader Angle Load Tables See Load Tables Publications and/or UltraPRO Design Software.

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UltraZED® UltraBEAM® Contents SIDES Section Dimensions Systems Firewall System Corner/Column Fillers Hole Configurations Cleats Column Stays Strut and Bracing Heavy Duty Bracing Horizontal Cladding Systems Panel Connection Joints Top Hat Profile (by others) RibLOK Cleat Unrestrained Vertical Cladding Parapet detail Window Trimmers Door Trimmers Brickwork Restraints Load Tables See Load Tables Publications and/or UltraPRO Design Software FIREWALL Firewall System EAVES Section Dimensions Systems Hole Configurations Cleats Strut and Bracing Load Tables See Load Tables Publications and/or UltraPRO...

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UltraZED® BEAM Section Properties SECTION Reference Hadley Rolled Products

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UltraZED Structural Grade Steel S390+Z275 NA-C to BS EN 10346:2009 All dimensions nominal in mm. Drawings not to scale.

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UltraZED® UltraBEAM® KEY TO UltraBEAM SYSTEMS REFERENCE EXAMPLE: 2006316 Section Properties Section Reference EAVES BEAM SECTIONS 2009018 2009020 2009025 Hadley Rolled Products UltraBEAM Structural Grade Steel S390+Z275 NA-C to BS EN 10346:2009 All dimensions nominal in mm. Drawings not to scale.

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UltraZED® UltraBEAM® Dimensions Cladding Rails For Floor Beams see pages 59 & 60 Dim. D ALL HOLES 14 Dia. FOR GRADE 8.8 M12 BOLTS All dimensions in mm. Drawings not to scale.

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UltraZED® UltraBEAM SYSTEMS, CONNECTIONS AND JOINT PLANS SLEEVED SYSTEM This is the most commonly used Purlin System. It provides a cost effective roofing solution to many building designs including the more complex. The sheeting line is easily varied by using a combination of Purlin depths and extended Cleats. The single spanning lengths, combined with simple fabricated Cleats, contribute to flexibility and to simplification of site handling logistics. Sleeves required at every joint on the penultimate rafter and alternate joints thereafter. Sections can be supplied as double spanning lengths...

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UltraZED® UltraBEAM SYSTEMS, CONNECTIONS AND JOINT PLANS HEAVY END BAY SINGLE SPAN SLEEVED SYSTEM For uncomplicated purlin runs and where spans exceed 8 metres. Single span (standard) sleeved inner bay purlins utilised in conjunction with end bay purlins and sleeves manufactured from heavier section optimise the use of material within a sleeved system configuration. Heavy gauge end bay purlin and sleeves. Standard sleeves at every joint thereafter - minimum 5 bays. HEAVY END BAY DOUBLE SPAN SLEEVED SYSTEM Eminently suitable for uncomplicated purlin runs and spans up to 8 metres, the double spanning...

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UltraZED® UltraBEAM HOLE CONFIGURATIONS STANDARD HOLE DETAILS - SLEEVED PURLIN SYSTEM, ALL HOLES ARE 14mm DIAMETER FOR M12 BOLTS We recommend that all bolts and washers are plated or galvanised against corrosion. SLEEVED SYSTEM STANDARD SLEEVES PIERCING FOR PURLIN TIES AT MID-SPAN OR SPAN POINTS OVERALL LENGTH OF SINGLE SPANNING PURLINS EQUALS THE SPAN LESS 6mm Extensive research and development went into the sleeve design, ensuring correct behaviour under all load conditions whilst remaining simple to use. Tests proved that the sleeve profile, section lengths and hole configuration employed in...

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UltraZED® UltraBEAM HOLE CONFIGURATIONS WHERE SLEEVE CONNECTIONS ARE REQUIRED, PLEASE SEE PAGE 9 DOUBLE SPANNING BUTT-JOINTED ALL HOLES ARE 14mm DIAMETER FOR M12 BOLTS PIERCING FOR PURLIN TIES AT MID SPAN Length of Purlin = SPAN + SPAN less 6mm 145 PIERCING FOR PURLIN TIES AT MID-SPAN OR

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UltraZED® UltraBEAM HOLE CONFIGURATIONS STANDARD HOLE DETAILS - HEAVY END BAY PURLIN SYSTEM ALL HOLES ARE 14mm DIAMETER FOR M12 BOLTS We recommend that all bolts and washers are plated or galvanised against corrosion. OVERALL LENGTH OF SINGLE SPANNING PURLINS EQUAL THE SPAN LESS 6mm HEAVY END BAY DOUBLE SPAN P1 Heavy gauge end bay purlin and sleeves. Standard sleeves at every joint thereafter - minimum 5 bays. P1(X) = Heavy End Bay Purlin P2 (X) & P3 = Inner Bay Purlins S1 = Heavy End Bay Sleeve (see above) S2 = Standard Sleeve (see page 9) Roof Construction HEAVY END BAY SINGLE SPAN PIERCING...

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UltraZED® UltraBEAM UltraLAP HOLE CONFIGURATIONS UltraLAP SYSTEM The UltraLAP System uses Purlins which are alternately inverted, nested together and overlapped to form a continuous beam. The overlaps ensure that a double thickness of material is available to counter high bending moments at the supports. The length of overlap is such that it extends either side of the rafter support to where the maximum internal moment is approximately equal to half the support moment. In the End Bay, where the bending moments are at their greatest, the Purlin is of thicker section and the overlap into the penultimate...

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