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ZED PURLIN SYSTEMS

Voestalpine PROFILFORM PURLIN SYSTEMSZ and C - sectionsFor secondary steel structuresDesign tables according to EurocodesEasy design in software MetSPEC 12 System solution Purlins and side rails Eaves beams Floor beams FramingLarge range of Z and C - sectionsStructural SYSTEMS METSEC a name you can trust and which is a synonym for the efficient solution of secondary steel structures of hall constructions. Our existing results include thousands of successful deliveries of PURLIN SYSTEMS for halls of various uses and with the size ranging from several hundred square meters to huge logistic and shopping centres. There were photographs and material provided by the companies PKD, Warex and Ikon used in the and components 4 Investment in the quality and services 4 Anatomy of frame structure with METSEC SYSTEMS 6 7Z - sections 8C - sections 9 PURLIN SYSTEMS 10Z - sections / purlins structural SYSTEMS 10 11Z - sections / PURLIN system Butt 12Z - sections / PURLIN system Sleeved 14 15Z - sections / PURLIN system 16 17Z - sections / PURLIN system Metlap 18 19 Supports / wire diagonal ties and eaves braces For length of roof slope up to 20 m 20 21 Supports / wire diag

METSEC system is a part of Metal Forming division of the voestalpine corporation – the largest world producer of cold-rolled sections producing more than 800 000 tons of these section a year. Voestalpine PROFILFORM s.r.o. belongs among the leading producers of thin-walled cold-rolled sections in the Czech Republic. It supplies the purlin systems

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Transcription of ZED PURLIN SYSTEMS

1 Voestalpine PROFILFORM PURLIN SYSTEMSZ and C - sectionsFor secondary steel structuresDesign tables according to EurocodesEasy design in software MetSPEC 12 System solution Purlins and side rails Eaves beams Floor beams FramingLarge range of Z and C - sectionsStructural SYSTEMS METSEC a name you can trust and which is a synonym for the efficient solution of secondary steel structures of hall constructions. Our existing results include thousands of successful deliveries of PURLIN SYSTEMS for halls of various uses and with the size ranging from several hundred square meters to huge logistic and shopping centres. There were photographs and material provided by the companies PKD, Warex and Ikon used in the and components 4 Investment in the quality and services 4 Anatomy of frame structure with METSEC SYSTEMS 6 7Z - sections 8C - sections 9 PURLIN SYSTEMS 10Z - sections / purlins structural SYSTEMS 10 11Z - sections / PURLIN system Butt 12Z - sections / PURLIN system Sleeved 14 15Z - sections / PURLIN system 16 17Z - sections / PURLIN system Metlap 18 19 Supports / wire diagonal ties and eaves braces For length of roof slope up to 20 m 20 21 Supports / wire diagonal ties and eaves braces For length of roof slope up to more than 20 m 22 24 Cantilever / overlap 25 Cleader angle & frame struts 26 Eaves beam 28 Eaves beams sizes and cross-section characteristic 28 29 Eaves beams detail of eavesthrough 30 Eaves beams column tie beams 31 Side rail SYSTEMS

2 32Z a C - sections / side rails structural SYSTEMS 33C - sections / side rails system Butt 34Z - sections / side rails system Butt 35C - sections / side rails system Sleeved 36 37 Z - sections / side rails system Sleeved 38 39 SYSTEMS of side rails support 40 43 Attic frame 45 Window trimmers 46 Doorposts 47 Accessory components 48 Gable posts 48 Wind bracing components 49 Cleats and trimmer cleats 50 Design tables 51 Introduction 51 Purlins / Z - sections system Sleeved 51 54 Purlins / Z - sections system 55 58 Purlins / Z - sections system Metlap 59 62 Purlins / Z - sections system Butt 63 64 Side rails / Z and C - sections system Sleeved 65 66 Side rails / Z and C - sections system Butt 67 68 Component weight 69 Floor beams 70 System for floor beams 70 Sizes, punching and cross-section characteristic 71 Frame design 72 Version inserted/oversail 73 Accessory cleats 74 Accessory bars 75 Light version of the celling construction 76 Heavy version of the celling construction 77 Floor beams design simply supported beam 78 Software 80 Production detailing in programme TEKLA 80 Advance Steel 81 Design software MetSPEC 82 ContentsIntroduction and componentsInvestment in quality and services4 CompanyMETSEC systemsVoestalpine PROFILFORM , producer of the METSEC system is a part of metal Forming division of the voestalpine corporation the largest world producer of cold-rolled sections producing more than 800 000 tons of these section a year.

3 Voestalpine PROFILFORM belongs among the leading producers of thin-walled cold-rolled sections in the Czech Republic. It supplies the PURLIN SYSTEMS METSEC on the markets in the Central Europe and Russia. These SYSTEMS are used as secondary steel frames in the hall constructions. We focus on the precise production with technical support and supplies "in time". Our objective is to provide an excellent service and quality product, which offers an efficient solution of hall frames to the PURLIN SYSTEMS METSEC The system offers a wide range of Z - section design for the provision of optimum structural solutions of modern roof Side rails SYSTEMS METSEC The system offers a wide range of C or Z - sections designed for the provision of optimum structural solutions of modern wall frames.

4 - Floor beams METSEC The system offers a wide range of C - sections designed for easy and fast structural solution of hall ceiling of frame structure with METSEC systemsAttic pillar from C - section page 45 Cleader angle page 26 Eaves beam page 28 Floor beams page 70 Door posts from C - section page 476 Introduction and componentsUpper attic side rail page 45 Tie beam of frame corner page 31 Wire diagonal tie / strut between purlins page 20 Side rails page 33 Side rails support page 40 Window trimmer cross bars from C - sections page 46 Trimmers from C - sections Eaves brace page 30 Z - PURLIN page 10 Introduction and componentsPurlin SYSTEMS 10 26 Eaves beams 28 31 Side rails SYSTEMS 32 47 Accessory components 48 50 Design tables 51 69 Floor beams 70 79 METSEC SYSTEMS are the most used SYSTEMS for purlins and side rails in the Czech the METSEC Z and C - sections are made of hot-dip galvanised steel S450GD + Z275 with the minimum strength at yield point 450 of Z - SectionReference of the height of Z - Section 232 mm and thickness mm = 232 Z 18.

5 First three characters designate the section height in millimetres ( 232 is equal to height 232 mm). The fourth character designates the section type (Z for Z - section). Last two characters designate the section thickness (18 is equal mm).Reference of sleevesThe designation of sleeves is the same as of purlins with the following extension: S for standard sleeves S 232 Z 18, HS for sleeves of next-to-last frames in the system HS 232 Z - Sections / cross-section characteristic of the full cross section Section referenceWeight kg/mArea cm2 Height mmUpper flangeLower flangetmmIxxcm4 Iyycm4 Wxxcm3 Wyycm3 IxxcmIyycmCxcmCycmMcxkNmMcykNm122 Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z : capacity moments Mcx, Mcy are specified for the efficient cross section.

6 Z - sectionsSizes and cross-section characteristicSection heightLtmmLbmmEmm Fmm122 26214164442302 3421921555240220225552 Introduction and componentsHoles designHoles in the web of 18 mm diameter are transversely located on standard axes see figure. Holes in flanges of 14 mm diameter are transversely located in the half of the flange size. Longitudinal position of holes is carried out in compliance with customer requirements. 9 All the METSEC Z and C - sections are made of hot-dip galvanised steel S450GD + Z275 with the minimum strength at yield point 450 of C - sections Reference of the height of C - Section 232 mm and thickness mm = 232 C 18. First three characters designate the section height in millimetres ( 232 is equal to height 232 mm). The fourth character designates the section type (C for C - section).

7 Last two characters designate the section thickness (18 is equal mm).Reference of sleevesSee pages 36 37, where the designation and weights of C sleeves are - Sections / cross-section characteristic of the full cross sectionSection referenceWeight kg/mArea cm2 Height mmFlangemmtmmIxxcm4 Iyycm4 Wxxcm3 Wyycm3 IxxcmIyycmCycmMcxkNmMcykNm122 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C : capacity moments Mcx, Mcy are specified for the efficient cross - sectionsSizes and cross-section characteristicSection heightAmmLmm122 1424313172, 2024313232, and componentsHoles designHoles in the web of 18 mm diameter are transversely located on standard axes see figure.

8 Holes in flanges of 14 mm diameter are transversely located in the half of the flange size. Longitudinal position of holes is carried out in compliance with customer single span lengthsSystem double span lengthsSystem Sleeved single span lengthsZ - sections / purlinsStructural systemsPurlin systemsFor the buildings with five or more bays. The maximum PURLIN span is up to meters. Stronger purlins are placed in outer bays and weaker ones in inner bays. The PURLIN joints on the next-to-last frames are reinforced by the sleeves of the same section as the purlins of outer bays and they are longer than standard sleeves. All the joints of inner purlins are reinforced by standard sleeves of the same section as the purlins of the inner mentioned above: purlins of inner bays are in double span lengths in the maximum version of length of 15 the buildings with two or more bays where it is not possible to use the system.

9 The maximum PURLIN span is 15 meters. Standard sleeves reinforce the PURLIN connections on inner joints to frames and on each joint on the next-to-last 1: minimum of 5 bays, PURLIN span up to 15 mFigure 2: minimum of 5 bays, PURLIN span up to mFigure 3: minimum of 2 bays, PURLIN span 15 m10 CONTINUOUS BEAMCONTINUOUS BEAMCONTINUOUS BEAMThe production processes managed and controlled electronically allow using the reference of individual components according to the customer request. (Maximum number of characters is 5).Design tables 55 58 Details 16 17 Design tables 55 58 Details 16 17 Design tables 51 54 Details 14 15 System Sleeved double span lengthsSystem ButtSystem MetlapZ - sections / purlinsStructural systemsPurlin systemsSee System Sleeved but the standard sleeves reinforce all the PURLIN connections (at next-to-last frames and inner frames also).

10 Maximum length can be up to 15 system is used for single bays and it can be used as inserted between the frames or oversail above the the buildings with four or more bays. The maximum PURLIN span is up to meters. Stronger purlins are placed in outer bays and weaker purlins in inner bays. The continuity of purlins is secured by the section overlap in the place where they are connected to 4: minimum of 4 bays, PURLIN span up to mFigure 6: minimum of 1 by, PURLIN span up to 12 mFigure 5: minimum of 4 bays, PURLIN span up to m11 CONTINUOUS BEAMCONTINUOUS BEAMSIMPLY SUPPORTED BEAMThe production processes managed and controlled electronically allow using the reference of individual components according to the customer request. (Maximum number of characters is 5).Design tables 51 54 Details 14 15 Design tables 59 62 Details 18 19 Design tables 63 64 Details 1212Z - sections / PURLIN system ButtArrangement and detailsSingle span arrangementFigure 8: typical single bay arrangement depicting the PURLIN placementP2 Figure 7: P1 and P1x (opposite side)CABH32703332 CLCLCLT otal lengthTotal lengthABCH142425650172428650202421165023 2421465026242176503025219560342522356040 25229560 Roof purlins designed as simply supported beams are suitable for buildings with one or more bays up to 25 of pitch (included).


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