Z Purlins C Sections Eaves Beams

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1 SECtion ProPErtiES A n d l o a d t a b l E S w w w. a l b i o n s e c t i o n s. c o. u k Z Purlins C Sections Eaves Beams raising your expectations

2 text text Introduction to load tables This brochure presents load span capacities for Albion Sections eaves beam, purlin and side rail systems. Purlin and side rail tables have bean calibrated following extensive full scale testing undertaken at Birmingham University, under the supervision of Dr Jian Yang. Section properties are calculated in accordance with BS 5950 : Part 5, material grade S450 having a minimum yield stress of 450N/mm2. Note that these load tables are only valid when the components are installed exactly as outlined in Albion Sections Technical Manual. These load tables are not applicable to Albion Polycoat purlins, rails or eaves beams. See separate brochure. Contents zed section properties and dimensions C section properties and dimensions eaves beams properties and dimensions eaves beams purlins: sleeved system purlins: double span butt joint system purlins: heavy end bay system purlins: single span butt joint system rails: sleeved system rails: double span butt joint system rails: single span butt joint system

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4 zed sections Zed section purlins and rail members are designed for use as secondary sheeting supports for spans up to 15m depending on loading criteria. The performance of all purlins and rail sections conform to the procedure laid down in BS 5950 Part 5 in conjunction with full scale testing. Albion Sections zed purlin and rail sections are manufactured by cold roll forming pre-hot dipped galvanised steel S450 having a guaranteed minimum yield strength of 450N/mm 2 and Z275 galvanised coating. Zed section dimensions and properties LIP x THICKNESS y y FLANGE x DEPTH Sections marked are available with 'Polycoat' or Z600 galvanised coating finish. Contact Albion Sections for details. SECTION REF WEIGHT Kg/m DEPTH mm FLANGE mm LIPS mm THICKNESS mm AREA cm 2 lxx cm 4 Zxx cm 3 Zxxc cm 3 Iyy cm 4 Zyy cm 3 Rxx cm Ryy cm Po N/mm 2 Q 1 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 Z Z Z Z Z Z Z Z

5 channels y FLANGE Inwardly lipped channel sections have been specifically designed for the construction industry with a wide range of applications. The performance of all channel sections conform to the procedure laid down in BS 5950 Part 5 in conjunction with full scale testing. Albion Sections channels are manufactured by cold roll forming pre-hot dipped Inwardly galvanised lipped channel steel sections S450 have having been a specifically guaranteed designed minimum yield strength of 450N/mm 2 and Z275 galvanised coating. Albion Sections channels are manufactured by cold roll forming lipped channel section dimensions and properties SECTION REF for the construction industry with a wide range of applications. The performance of all channel sections conform to the procedure laid down in BS 5950 Part 5 in conjunction with full scale testing. pre-hot dipped galvanised steel S450 having a guaranteed minimum yield strength of 450N/mm 2 and Z275 galvanised coating. lipped channel section dimensions and properties WEIGHT DEPTH FLANGE LIPS THICKNESS AREA lxx Kg/m mm mm mm mm cm 2 cm 4 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 C C C C C C C C C C C C C Zxx cm 3 Zxxc cm 3 DEPTH Iyy cm 4 Y y y FLANGE Zyy cm 3 DEPTH x x THICKNESS LIP Rxx cm x x Y Ryy cm y LIP Ȳ mm THICKNESS FLANGE Sections marked y are available LIP with 'Polycoat' or Z600 galvanised x x coating THICKNESS finish. Contact Albion Sections for y details. Po N/mm 2 Q DEPTH LIP x THICKNE 2

6 eaves beam systems Albion Sections eaves beams have been designed symmetrically so that they can be used in many different situations. They can be effectively used as gutter supports, parapet rails, fixed in pairs as compound beams or valley beams, column ties and wall restraints. EB20020 is available with 'Polycoat' or Z600 galvanised finish. Contact Albion Sections for details. dimensions and property of eaves beams sections SECTION a b THICKNESS AREA WEIGHT lxx Zxx lyy Zyy Rxx ryy Ȳ ref mm mm mm cm 2 Kg/m cm 4 cm 3 cm 4 cm 3 cm cm mm EB EB EB EB EB EB EB EB EB EB * 100mm for 200 and 240 deep section 105mm for 300 deep section y * 24 Note: Load tables on page 4 apply to eaves beams with top flange level or inclined upwards. When top flange is inclined downwards consult our Technical Department. b 16 5 = -20 (downwards) to +26 (upwards) Using the Albion Eaves Beam avoids the need for counterformed holes and packing plates. a X X Albion Tip 5 t b 24 _ Y y * section profile For load tables and number of eaves struts required refer to page: 4 3

7 eaves beam systems Eaves beam load tables are valid when the beams are fixed as shown in our Technical Manual. Material grade S450, minimum yield strength 450N/mm 2. Maximum vertical loads are indicated for a co existent horizontal wind force varying from 5kN to 15kN. Vertical deflection limited to span/200. Eaves beam load tables (not applicable to 'Polycoat' Eaves Beams Notes: These load tables apply to eaves beams with top flange level or inclined upwards. When top flange is inclined downwards consult our Technical Department. A P P l i E D V E r t i C a l l o a d S SECTION WEIGHT LATERAL REF kg/m SUPPORTS h o R I Z o n t A L W i n d L O A D S ( k N )

8 sleeved purlins Sleeved purlin load tables for buildings with two bays or more are valid when fixed exactly as described in our Technical Manual. Working loads have been calculated in accordance with BS5950 Part 5 using a load factor of 1.6, a deflection limitation of L/180 and with the self weight of the section deducted. Material grade S450, minimum yield strength 450N/mm 2. For structural engineers wishing to check individual cases, ultimate loads are shown together with loads at different deflection criteria. In these cases the self weight of the purlin has not been deducted. Tables are valid for roof pitches up to 25 degree slope. Notes: 1. When using ultimate loads, load factors must be applied. 2. Wind uplift figures shown are for screw fixed cladding, for hook bolt type fixing please contact our technical department. These load tables are not applicable to 'Polycoat' Purlins Contact Albion Technical Load tables for sleeved purlins P u r l i n C E n t r E S i n M E t r E S ultimate loads (kn) DEFLECtion SECTION Weight UDL GRAVITY U P l i F T REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) L A t e R A L R E S T R A i n t S SPAN/180 SPAN/360 0 ROWS 1 ROWS 2 ROWS

9 sleeved purlins P u r l i n C E n t r E S i n M E t r E S ultimate loads (kn) DEFLECtion SECTION Weight UDL GRAVITY U P l i F T REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) L A t e R A L R E S T R A i n t S SPAN/180 SPAN/360 0 ROWS 1 ROWS 2 ROWS

10 sleeved purlins P u r l i n C E n t r E S i n M E t r E S ultimate loads (kn) DEFLECtion SECTION Weight UDL GRAVITY U P l i F T REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) L A t e R A L R E S T R A i n t S SPAN/180 SPAN/360 0 ROWS 1 ROWS 2 ROWS

11 sleeved purlins P u r l i n C E n t r E S i n M E t r E S ultimate loads (kn) DEFLECtion SECTION Weight UDL GRAVITY U P l i F T REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) L A t e R A L R E S T R A i n t S SPAN/180 SPAN/360 0 ROWS 1 ROWS 2 ROWS

12 sleeved purlins P u r l i n C E n t r E S i n M E t r E S ultimate loads (kn) DEFLECtion SECTION Weight UDL GRAVITY U P l i F T REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) L A t e R A L R E S T R A i n t S SPAN/180 SPAN/360 0 ROWS 1 ROWS 2 ROWS

13 double span butt-jointed purlins Double span purlin load tables for buildings with two bays or more are valid when fixed exactly as described in our Technical Manual. Working loads have been calculated in accordance with BS5950 Part 5 using a load factor of 1.6, a deflection limitation of span/180 and with the self weight of the section deducted. Material grade S450, minimum yield strength 450N/mm 2. For structural engineers wishing to check individual cases, ultimate loads are shown together with loads at different deflection criteria. In these cases the self weight of the purlin has not been deducted. Tables are valid for roof pitches up to 25 degree slope. Notes: 1. When using ultimate tables, load factors must be applied. 2. Wind uplift figures shown are for screw fixed cladding, for hook bolt type fixing please contact our technical department. 3. In order to distribute load within the main frame, purlin joints should be staggered. This is achieved by using a sleeved joint at every alternate purlin row on the penultimate rafter. The purlin joints can be in line if necessary as long as the main frame is checked for extra stresses. These load tables are not applicable to 'Polycoat' Purlins Contact Albion Technical Load tables for double span butt-jointed purlins P u r l i n C E n t r E S i n M E t r E S ultimate loads (kn) DEFLECtion SECTION Weight UDL GRAVITY U P l i F T REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) L A t e R A L R E S T R A i n t S SPAN/180 SPAN/360 0 ROWS 1 ROWS 2 ROWS

14 double span butt-jointed purlins P u r l i n C E n t r E S i n M E t r E S ultimate loads (kn) DEFLECtion SECTION Weight UDL GRAVITY U P l i F T REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) L A t e R A L R E S T R A i n t S SPAN/180 SPAN/360 0 ROWS 1 ROWS 2 ROWS

15 double span butt-jointed purlins P u r l i n C E n t r E S i n M E t r E S ultimate loads (kn) DEFLECtion SECTION Weight UDL GRAVITY U P l i F T REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) L A t e R A L R E S T R A i n t S SPAN/180 SPAN/360 0 ROWS 1 ROWS 2 ROWS

16 heavy end bay purlins The heavy end bay system of purlins offers an economic solution to the larger and multi span type buildings with five bays or more and are valid when fixed exactly as described in our Technical Manual. Working loads have been calculated in accordance with BS5950 Part 5 using a load factor of 1.6, a deflection limitation of span/180 and with the self weight of the section deducted. Material grade S450, minimum yield strength 450N/mm 2. For structural engineers wishing to check individual cases, ultimate loads are shown together with loads at different deflection criteria. In these cases the self weight of the purlin has not been deducted. Tables are valid for roof pitches up to 25 degree slope. Notes: 1. When using ultimate tables, load factors must be applied. 2. Wind uplift figures shown are for screw fixed cladding, for hook bolt type fixing please contact our technical department. These load tables are not applicable to 'Polycoat' Purlins Contact Albion Technical Load tables for heavy end bay purlins SECTION REF Weight KG/M A L L O WA B L E l o a d S ( k N ) G R A V i t y u l t i M a t E l o a d ( k N ) D E F L E C t i o n U P L i f t L A t e R A L S U P P O R T S 0 ROWS 1 ROWS 2 ROWS SPAN/180 SPAN/360 END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY

17 heavy end bay purlins SECTION REF Weight KG/M A L L O WA B L E l o a d S ( k N ) G R A V i t y u l t i M a t E l o a d ( k N ) D E F L E C t i o n U P L i f t L A t e R A L S U P P O R T S 0 ROWS 1 ROWS 2 ROWS SPAN/180 SPAN/360 END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY

18 heavy end bay purlins SECTION REF Weight KG/M A L L O WA B L E l o a d S ( k N ) G R A V i t y u l t i M a t E l o a d ( k N ) D E F L E C t i o n U P L i f t L A t e R A L S U P P O R T S 0 ROWS 1 ROWS 2 ROWS SPAN/180 SPAN/360 END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY

19 heavy end bay purlins SECTION REF Weight KG/M A L L O WA B L E l o a d S ( k N ) G R A V i t y u l t i M a t E l o a d ( k N ) D E F L E C t i o n U P L i f t L A t e R A L S U P P O R T S 0 ROWS 1 ROWS 2 ROWS SPAN/180 SPAN/360 END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY END BAY INNER BAY

20 single span butt-jointed purlins Single span purlin load tables may be used where purlins are required to span in the depth of the rafters, or where continuity of the system cannot be achieved. The tables are valid when the purlins are fixed exactly as described in our Technical Manual. Working loads have been calculated in accordance with BS5950 Part 5 using a load factor of 1.6, a deflection limitation of span/180 and with the self weight of the section deducted. Material grade S450, minimum yield strength 450N/mm 2. For structural engineers wishing to check individual cases, ultimate loads are shown together with loads at different deflection criteria. Load tables for single span butt-jointed purlin systems In these cases the self weight of the purlin has not been deducted. Tables are valid for roof pitches up to 25 degree slope. Notes: 1. When using ultimate tables, load factors must be applied. 2. Wind uplift figures shown are for screw fixed cladding, for hook bolt type fixing please contact our technical department. These load tables are not applicable to 'Polycoat' Purlins Contact Albion Technical P u r l i n C E n t r E S i n M E t r E S ultimate loads (kn) DEFLECtion SECTION Weight UDL GRAVITY U P l i F T REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) L A t e R A L R E S T R A i n t S SPAN/180 SPAN/360 0 ROWS 1 ROWS 2 ROWS

21 single span butt-jointed purlins P u r l i n C E n t r E S i n M E t r E S ultimate loads (kn) DEFLECtion SECTION Weight UDL GRAVITY U P l i F T REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) L A t e R A L R E S T R A i n t S SPAN/180 SPAN/360 0 ROWS 1 ROWS 2 ROWS

22 single span butt-jointed purlins P u r l i n C E n t r E S i n M E t r E S ultimate loads (kn) DEFLECtion SECTION Weight UDL GRAVITY U P l i F T REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) L A t e R A L R E S T R A i n t S SPAN/180 SPAN/360 0 ROWS 1 ROWS 2 ROWS

23 single span butt-jointed purlins P u r l i n C E n t r E S i n M E t r E S ultimate loads (kn) DEFLECtion SECTION Weight UDL GRAVITY U P l i F T REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) L A t e R A L R E S T R A i n t S SPAN/180 SPAN/360 0 ROWS 1 ROWS 2 ROWS

24 side rail sleeved system Sleeved side rail load tables are for buildings with two bays or more and are valid when fixed as shown in our Technical Manual. Loads have been calculated in accordance with BS 5950 Part 5 using a load factor of 1.4. Material grade S450, minimum yield strength 450N/mm 2. An allowance for a cladding weight of 0.15kN/m 2 has been made and the loads are shown for horizontal wind pressures, limited by deflection of span/150. For suction cases, multiply the tabulated values by 0.9. For structural engineers wishing to check individual cases ultimate wind pressures are shown together with limiting loads for span/150 and span/300 deflection criteria. These load tables are not applicable to 'Polycoat' Rails Contact Albion Technical Load tables for side rail sleeved system R A I L C E n t r E S i n M E t r E S ultimate DEFLECtion SECTION Weight UDL loads REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) (kn) L/150 L/

25 side rail sleeved system R A I L C E n t r E S i n M E t r E S ultimate DEFLECtion SECTION Weight UDL loads REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) (kn) L/150 L/

26 side rail sleeved system R A I L C E n t r E S i n M E t r E S ultimate DEFLECtion SECTION Weight UDL loads REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) (kn) L/150 L/

27 side rail sleeved system R A I L C E n t r E S i n M E t r E S ultimate DEFLECtion SECTION Weight UDL loads REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) (kn) L/150 L/

28 side rail sleeved system R A I L C E n t r E S i n M E t r E S ultimate DEFLECtion SECTION Weight UDL loads REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) (kn) L/150 L/

29 double span butt-jointed side rail system Double span butt jointed side rail load tables are for buildings with two bays or more and are valid when fixed as shown in our Technical Manual. Loads have been calculated in accordance with BS 5950 Part 5 using a load factor of 1.4. Material grade S450, minimum yield strength 450N/mm 2. An allowance for a cladding weight of 0.15kN/m 2 has been made and the loads are shown for horizontal wind pressures, limited by deflection of span/150. For suction cases, multiply the tabulated values by 0.9. For structural engineers wishing to check individual cases ultimate wind pressures are shown together with limiting loads for span/150 and span/300 deflection criteria. These load tables are not applicable to 'Polycoat' Rails Contact Albion Technical Load tables for double span butt-jointed side rails system R A I L C E n t r E S i n M E t r E S ultimate DEFLECtion SECTION Weight UDL loads REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) (kn) L/150 L/

30 double span butt-jointed side rail system R A I L C E n t r E S i n M E t r E S ultimate DEFLECtion SECTION Weight UDL loads REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) (kn) L/150 L/

31 double span butt-jointed side rail system R A I L C E n t r E S i n M E t r E S ultimate DEFLECtion SECTION Weight UDL loads REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) (kn) L/150 L/

32 single span butt-jointed side rail system Single span side rails have been designed as simply supported members fixed between the columns, where continuity of the system cannot be achieved. The tables are valid when the rails are fixed as shown in our Technical Manual. Loads have been calculated in accordance with BS 5950 Part 5 using a load factor of 1.4. Material grade S450, minimum yield strength 450N/mm 2. An allowance for a cladding weight of 0.15kN/m 2 has been made and the loads are shown for horizontal wind pressures, limited shown by deflection in the right of hand span/150. column. For suction cases, multiply the tabulated values by 0.9. For structural engineers wishing to check individual cases ultimate wind pressures are shown together with limiting loads for span/150 and span/300 deflection criteria. These load tables are not applicable to 'Polycoat' Rails Contact Albion Technical 45 x 45 x 2.0mm angle fixed with self tapping screws or pop rivets 45 x 45 x 2.0mm angle fixed with self tapping screws or pop rivets Load metric tables load for tables butt-jointed for butt side jointed rail system side rail system R A I L C E n t r E S i n M E t r E S ultimate DEFLECtion SECTION Weight UDL loads REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) (kn) L/150 L/

33 single span butt-jointed side rail system R A I L C E n t r E S i n M E t r E S ultimate DEFLECtion SECTION Weight UDL loads REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) (kn) L/150 L/

34 single span butt-jointed side rail system R A I L C E n t r E S i n M E t r E S ultimate DEFLECtion SECTION Weight UDL loads REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) (kn) L/150 L/

35 single span butt-jointed side rail system R A I L C E n t r E S i n M E t r E S ultimate DEFLECtion SECTION Weight UDL loads REF KG/M kn A L L O W A B L E L O A d i n g S ( k N / m 2 ) (kn) L/150 L/

36 Why Choose Albion Sections: High strength steel grade S450, as standard extensive range of Zed, Cee and Eaves Beam sections Lead time 5-7 working days fully dynamic punching facility In house Technical support backed up by PI Insurance free Albion Engineer design software free Albion detailing software Albion Sections Limited Cold Rolled Sections for the Construction and Engineering Industries mainland U.K. Albion road, West Bromwich, West Midlands. B70 8BD Tel: +44 (0) Fax Sales/General: +44 (0) NorthERn Ireland Unit 1, Rathdown Road, Lissue Industrial Estate, Lisburn, County Antrim. BT28 2RE Copyright Albion Sections Limited 2010

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