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HADLEY
Purlins and Slide Rail Systems

Purlins and Slide Rail Systems

Product catalog summary

Introduction
UltraZED and UltraBEAM are cold roll formed sections used in building shell construction, specifically for purlins, cladding rails, and floor joists. Manufactured by Hadley Rolled Products Limited in the UK, these products are supported by advanced design software and technical expertise.

Quality Assurance and Standards
The products adhere to ISO 9001:2000 and ISO 14001:2004 standards, ensuring high quality and environmental management. They are also supported by the Steel Construction Institute and comply with BS5950 pt 5 1998 standards.

Technical Support
Hadley Rolled Products provides comprehensive technical support, including the UltraPRO Design Software, which is available for free. This software aids in design and costing, ensuring optimal material use and cost efficiency.

Product Specifications
UltraZED and UltraBEAM sections are made from recyclable steel, contributing to environmentally friendly construction methods. They are available in various dimensions and configurations to suit different construction needs.

Ordering and Supply
Products can be ordered through 3D modeling systems like StruCAD, XSteel-3D, and Advance Steel. Hadley Rolled Products offers flexible packaging and delivery options, including special arrangements for export and phased deliveries.

Section Properties and Dimensions
The document provides detailed tables of section properties and dimensions for various UltraZED and UltraBEAM products, including thickness, weight, and structural properties.

Roof and Cladding Systems
UltraZED and UltraBEAM systems include various configurations for roof construction, such as sleeved systems, hole configurations, and support structures. The document also details systems for side rails and floor beams.

Environmental Considerations
The use of recyclable materials and bolted connections supports sustainable construction practices, aligning with Life Cycle Analysis (LCA) targets for building design.

Conclusion
Hadley Rolled Products Limited, part of The Hadley Group, is committed to exceeding customer expectations through quality, innovation, and technical expertise in metal manufacturing.

Overview: The document provides detailed technical specifications and guidelines for various purlin systems used in roof construction, focusing on the UltraZED and UltraBEAM systems. It covers different configurations, connection methods, and structural considerations for optimizing material use and site logistics.

Key Sections:

1. Purlin Systems: The document describes several purlin systems, including single and double spanning, butt-jointed, non-continuous, and the UltraLAP system. Each system is designed to optimize material use and simplify installation, with specific configurations for different span lengths and structural requirements.

2. Sleeve and Joint Configurations: Detailed information is provided on sleeve designs and joint configurations, emphasizing the importance of correct behavior under load conditions. The document specifies standard hole details for sleeved purlin systems and recommends using plated or galvanized bolts and washers to prevent corrosion.

3. Cleats and Connections: The document outlines the specifications for CW (weld-on) and CB (bolt-on) series cleats, suitable for various roof applications. It highlights the importance of ensuring cleat designs meet load requirements and do not exceed specified dimensions to avoid interference with structural elements.

4. Rafter Restraints and Services: Guidelines are provided for manufacturing rafter and column stays, including specifications for material and dimensions. The document also discusses methods for suspending services from purlins, recommending specific clips and hangers for lightweight and heavier loads.

5. Snow Load and Gutter Support: The document addresses snow load considerations as per BS 6399: Part 3 1988, recommending the use of UltraPRO design software. It also provides guidance on supporting gutters using eaves beams and purlins, emphasizing the need for adequate bracing and restraint.

6. Roof Strut and Bracing Requirements: Recommendations are given for strut and bracing requirements based on roof slope and purlin span. The document includes guidelines for different roof types and conditions, ensuring structural integrity and stability under various load scenarios.

Conclusion: The document serves as a comprehensive guide for selecting and implementing purlin systems in roof construction, providing detailed specifications and best practice recommendations to ensure efficient and effective structural performance.

Overview: The document provides detailed technical specifications and guidelines for the installation and use of purlins, braces, and ties in roof construction, specifically focusing on UltraZED and UltraBEAM systems. It covers various aspects such as purlin tie orientation, strut and bracing requirements, and considerations for different roof types and slopes.

Specifications: The document outlines the use of angle brackets (AB1) and diagonal tie assemblies for SRS type struts, emphasizing the importance of proper end connections to prevent detachment under load. It specifies the need for purlin ties to control rotation during wind uplift and provide a stable platform for cladding.

Procedures: Recommendations are provided for the inclusion of purlin ties based on roof slope, cladding type, and purlin span. For composite panel roof sheeting, ties are advised for spans over 6.1 meters, and for fiber cement sheeting, over 5 meters. The document also details the installation of eaves braces and apex ties.

Norms and Recommendations: The document advises on the use of UltraPRO design software for purlin selection and emphasizes the importance of maintaining accurate purlin spacing to meet building regulations. It also provides guidance on temporary support during cladding and the use of struts for unrestrained roof construction.

Key Data and Tables: Several tables provide maximum recommended spans without purlin ties for different purlin sizes and configurations. The document also includes guidelines for strut and bracing requirements based on roof slope and type, with specific instructions for tiled roof construction.

Critical Information: The inclusion of purlin ties is critical for controlling purlin rotation and ensuring stability during construction. The document highlights the need for additional bracing on long roof slopes and provides specific requirements for steep roof designs over 30 degrees.

Timber Jack Rafters and Apex Connections
Timber Jack Rafters must be securely fastened at the roof apex to prevent separation under load. Purlins should be tied over the apex using an Apex Strut, ensuring the top Purlins are within 600mm of the apex. Stiffened Rafter Cleats are recommended for roof slopes over 30º, while Standard/Heavy Duty Cleats should be evaluated for slopes under 30º.

Cantilever Details
UltraZED Purlins can be cantilevered over the gable frame to form a canopy, provided they are installed in one continuous length and restrained against rotation and movement. For roof slopes exceeding 30º or mono-pitch constructions, a Diagonal Purlin Brace assembly is necessary to prevent downslope movement. Deflection limits are set to SPAN/180, and cantilever overhangs should not exceed 25% of the backing span.

Side Rail Systems
UltraBEAM offers various side rail systems for horizontally laid cladding, including Double Spanning Butt Jointed, Sleeved, and Non-Continuous systems. These systems accommodate different architectural requirements and cladding distances. The construction meets the minimum requirements of Building Regulations for Non-Load Bearing Walls, with specific fire resistance times for insulation and integrity.

Firewall System
The Firewall System provides up to 4 hours of fire protection and requires slotted holes for expansion. During a fire, the outer cladding acts as a diaphragm, supported by an Eaves Beam and bottom Sheeting Rail. Special considerations include single-spanning bottom Sheeting Rails, a 40mm gap for expansion, and the use of combustible washers on fixing bolts.

Column Cleats and Restraints
Column Cleats are available in CW and CB series, with specifications for welding or mechanical fixing. The material thickness should meet or exceed standard cleat specifications, especially for heavy cladding materials. Dimension 'A' must not be exceeded to avoid interference with the web stiffening element of UltraZED sections.

Diagonal Tie Assembly
For closely spaced Side Rails, the included angle between Diagonal Ties and the Side Rail should not fall below 30º. Additional support may be introduced if necessary. Rail spacing can be achieved using Struts and Diagonal Bracing Assemblies, suspension from an Eaves Member, or propping from a safe structure.

Overview: The document provides detailed specifications and guidelines for the installation and use of various rail and cladding systems, specifically focusing on UltraZED® and UltraBEAM® systems. It includes information on side rail support, diagonal tie assemblies, and cladding weight considerations.

Specifications: The document outlines different configurations for rail assemblies based on span lengths and cladding weights. It specifies the types of struts and tie assemblies suitable for different conditions, such as SRS and HDS struts, and DTW and HD-DTB tie assemblies. The document also provides maximum allowable lengths and weights for cladding systems.

Procedures: Detailed installation procedures are provided for side rail support hanger assemblies, including the use of tubular struts and diagonal tie wire assemblies. The document emphasizes the importance of leveling rails prior to installation and the correct use of tie assemblies to maintain rail alignment.

Recommendations: Recommendations include using heavy-duty diagonal tie bars for high support loads and ensuring proper orientation of struts and rails during installation. The document advises against using diagonal tie assemblies to adjust rail height after installation.

Key Data from Tables: The tables provide specific measurements and configurations for different rail and cladding systems, including maximum rail centers, cladding weights, and strut types. They also detail the use of various cleats and brackets for connecting rails and struts.

Critical Information: The document highlights the importance of using the correct strut and tie assembly types based on the specific design parameters and cladding requirements. It also stresses the need for proper installation techniques to ensure structural integrity and performance.

Overview: The document provides detailed technical specifications and guidelines for the installation and use of UltraBEAM and UltraZED rail systems in cladding applications. It covers various configurations, connection methods, and structural support requirements.

Specifications: The document outlines the use of horizontal and vertical rails, including the reduction of horizontal rail capacity by 10% when sheeting depth is restricted. It specifies the use of OS Series Angle Cleats for connecting vertical and horizontal rails and highlights the need for heavy-duty struts and diagonal tie bars.

Connection Methods: Three methods for cladding panel joint connections are described: using short section lengths bolted back-to-back, employing a Vertical UltraBEAM Rail with OSF Series Cleats, and using a Vertical Cleader Angle bolted with a Vertical UltraBEAM Section. The document also details the use of 70 x 70 x 2.5mm angle sections with slotted holes for adjustment.

Cladding Systems: The document discusses the Horizontal Panel Cladding - Oversail System and the Top Hat Profile Oversail System, emphasizing the need to check cladding requirements with manufacturers. It also introduces the RibLOK2 Cladding Rail Alignment system for precise alignment.

Load Capacities: Adjustments to load capacities are specified, including a 10% reduction for wind pressure capacity and a 50% reduction for bottom rail capacity in clip-fixed cladding systems. The document provides guidelines for maximum cladding heights based on span lengths.

Window and Door Trimmers: UltraBEAM sections are recommended for trimming around windows and doors, with specific guidelines for load capacities and bracing requirements. The document includes details on window trimmers, strut parameters, and the use of counter-formed holes for ease of installation.

Brickwork Restraints: UltraBEAM sections can be used as brickwork restraints, with recommendations for selection based on deflection-limited load tables. The document advises on fixing methods and the use of UltraPRO Design Software for selection.

Additional Components: The document mentions the use of Side Rail Support Hanger Assemblies for supporting side cladding rails and provides details on the assembly components.

Support Hanger Assembly: The hanger bracket features slotted holes for different gauge line back marks for the 145/170 and 200 Series Side Rails. It supports metal cladding up to 0.12kN/m2 without an Eaves Beam Stiffener Cleat if the cladding height is under 6 meters. For heights between 6 to 10 meters, a Web Stiffener Cleat is required, bolted with M12 Counter Sunk Headed Bolts.

Compound Beam Brace: Provides lateral restraint to Compound Beams. One brace is needed at mid-span for spans up to 6.1m, and two braces at 1/3 and 2/3 positions for spans over 6.1 to 10m. The brace connects through the upper hole of a pair of 14mm holes.

Eaves Beams: UltraBEAM Eaves Beams connect to columns using EBC Series Cleats or specially fabricated cleats. They are designed for single spanning and can be fixed between columns or outside the column face with M12 bolts. The beams act as Eaves Purlin, Top Sheeting Rail, or Gutter Support, with top flange angles from 0° to 30°.

Eaves Brace: An Eaves Brace is required between the Eaves Beam and the first row of Purlins. One brace is needed at mid-span for spans up to 6.1m, and two braces at 1/3 and 2/3 positions for spans over 6.1 to 10m. The brace limits rotation and transmits horizontal wind load.

Suspended Ceiling Primary Support Beams: UltraBEAM sections provide lightweight support for suspended ceilings. They can be supplied pre-engineered or in plain lengths. Lateral restraint is provided by SRS Type Strut or Cleader Angle. Maximum unrestrained length is 3000mm.

Floor Joists: UltraBEAM sections are used for floor joists in various applications, including mezzanine platforms and modular buildings. They offer a reliable alternative to traditional materials and can be site worked. Tie bars are required for spans over 6m.

Connection Details: UltraBEAM sections can be fixed through web connections or flange fixed. All fixing bolts should be plated M12 Grade 8.8 set screws. Consideration for deflection and level adjustment is recommended.

Specifications:
The document outlines the specifications for UltraBEAM floor joists and their installation. It emphasizes the importance of using suitable padstones and protective barriers against chemical attacks when beams are built into walls. The document also provides detailed dimensions and properties of various UltraBEAM sections, including section depth, flange width, and thickness.

Procedures:
The installation procedures include using face-fixed angle ties for end connections and ensuring that floor decking is securely fixed with self-tapping screws. The document advises against notching UltraBEAM sections for service passage without consulting the technical department.

Standards:
The UltraBEAM sections are made from Structural Grade Steel S390+Z275 NA-C, conforming to BS EN 10346:2009 standards. All dimensions are nominal and provided in millimeters.

Recommendations:
It is recommended to design UltraBEAM floor joists as opposing pairs tied at mid-span. The document also suggests consulting the technical department for solutions regarding lateral restraint and deflection considerations.

Key Data from Tables:
The tables provide detailed specifications for various UltraBEAM sections, including mass, area, moment of inertia, and section modulus. These specifications are crucial for determining the design capacity and load-bearing capabilities of the beams.

Contact Information:
For further assistance, the document provides contact details for Hadley Rolled Products Limited, including phone numbers, fax, email, and website.

Catalog 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...

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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...

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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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Purlins and Slide Rail Systems

Purlins and Slide Rail Systems

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