Z Purlins C Sections Eaves Beams Raising Your Expectations Text Text AS 2/2010 AS

T ECH n i C A L M a n u a l www.albionsections.co.uk

Z Purlins C Sections Eaves Beams raising your expectations text text AS 2/2010 AS

3 4 text text Introduction Dear Valued Customer,

Welcome to the Albion Sections Technical Manual. Our latest brochure is the result of advancements made in our ongoing Development Program. Driven by commercial economy and using the higher grade S450 material, extensive full scale testing has been undertaken at Birmingham University, under the supervision of Dr Jian Yang. Although section depths remain the same, some flange widths have been reduced, to provide a more efficient strength/weight ratio. This, coupled with relatively minor changes to our standard sleeve details, provides a better cost effective solution. Additional gauges are now incorporated within our range, keeping Albion Sections as the cold rolled solution providing the largest choice of economically designed sections available. The standard zed and lipped channel section range offers products from 120mm to 400mm deep and 1.2mm to 3.2mm thick. Due to investment in state of the art rolling and punching facilities we are able to offer a solution using both M12 and M16 bolts, with you, the customer, able to specify your preference in bolt diameter in sections up to 245mm deep. Our fully dynamic pre-punch facilities also provide alternatives when considering non standard details, when using specialised cladding systems and in and around door and window openings. We at Albion are proud of our market leading delivery commitment. Planned expenditure this year has been commissioned and will provide an additional 6000 tonnes of capacity at our headquarters here in West Bromwich. We also offer a full manufacturing facility in Lisburn, Northern Ireland. This facility, opened January 2009, has capacity to support the comprehensive Albion range independently. The Albion Sigma Purlin System, launched early 2009, provides a purlin solution with a high strength/weight ratio and reduced accessory requirements. Our market leading stud and track system provides effective options for infill panelling and specialised rainscreen claddings. We also offer design, detailing and installation of the system via our Associate Companies. Our in-house designers and sales personnel will be happy to discuss particular projects. Brochure and software downloads, together with further information about Albion Sections, can be found at www.albionsections.co.uk We encourage any feedback regarding the experience of choosing Albion products; please feel free to contact us. Thank you for your interest in Albion Sections. Yours Sincerely,

Part of the Sebden Group AS 2/2010 AS

4 AS 2/2010 3 3 4 5 8 . . . . 25 26 30 31 32 33 34 35 13 14 15 16 17 18 20 ...... 6 & 7 8 & 9 ...... 19 & 20 21 & 22 23 & 24 10 & 11 12 & 13 27, 28 & 29 ...... firewall rail system/sleeve details horizontal cladding support systems window trimmers & door posts/counterformed holes typical eaves/gutter details examples of C section applications top hat profile cladding material weight eaves beam standard details and dimensions cleats mono pitched roof, typical layout tiled roof, restraint recommendations non restraining cladding system anti sag bars side rail supports/eaves struts C section dimensions eaves beams dimensions component weights product range typical jointing layouts zed section dimensions vertical rail assemblies long roof slopes diagonal tie wires cleader angles and rafter stays C section standard details and dimensions standard cleat details connections zed standard details and dimensions contents

Z Purlins, C Sections & Eaves Beams 2 DEPTH FLANGE THICKNESS LIP

AS 2/2010 Zed section dimensions section Zed yield strength of 450N/mm of strength yield steel galvanised dipped pre-hot forming roll cold by manufactured are section c and zed Sections Albion Z14615 Z14620 Z17615 Z17620 Z20615 Z20620 LIP Z12515 Z12516 Z14613 Z14614 Z14616 Z14618 Z17613 Z17614 Z17616 Z17618 Z17623 Z17625 Z20613 Z20614 Z20616 Z20618 Z20623 Z20625 Z22614 Z22615 Z22616 Z22618 Z22620 Z22623 Z22625 Z24615 Z24616 Z24618 Z24620 Z24623 Z24625 Z24630 Z26616 Z26618 Z26620 Z26623 Z26625 Z26630 Z30718 Z30720 Z30723 Z30725 Z30730 Z34118 Z34120 Z34123 Z34125 Z34130 Z40120 Z40123 Z40125 Z40130 Z40132 SECTION REF THICKNESS

WEIGHT 10 .97 10 .59 11 .48 13 .68 10 .11 11 .58 12 .56 14 .98 15 .94 Kg/m 2 .80 2 .98 3 .06 3 .28 3 .51 3 .73 4 .18 4 .62 3 .36 3 .61 3 .86 4 .11 4 .60 5 .09 5 .81 6 .28 3 .67 3 .94 4 .22 4 .49 5 .02 5 .56 6 .35 6 .87 4 .22 4 .51 4 .80 5 .38 5 .95 6 .80 7 .36 4 .69 4 .99 5 .59 6 .19 7 .07 7 .65 9 .09 5 .30 5 .94 6 .58 7 .52 8 .14 9 .68 6 .72 7 .44 8 .51 9 .22 8 .35 9 .25 FLANGE DEPTH 2 120 120 145 145 145 145 145 145 175 175 175 175 175 175 175 175 200 200 200 200 200 200 200 200 225 225 225 225 225 225 225 240 240 240 240 240 240 240 265 265 265 265 265 265 300 300 300 300 300 345 345 345 345 345 400 400 400 400 400 mm and a Z275 galvanised coating . galvanised Z275 a and DEPTH FLANGE 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 100 100 100 100 100 100 100 100 100 100 mm 50 50 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 75 75 75 75 75 LIPS mm 15 15 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 30 30 30 30 30 30 30 30 30 30 zed and c sections c and zed THICKNESS lbion for details. for Albion Contact finish. coating or available marked Sections mm 1 .5 1 .6 1 .3 1 .4 1 .5 1 .6 1 .8 2 .0 1 .3 1 .4 1 .5 1 .6 1 .8 2 .0 2 .3 2 .5 1 .3 1 .4 1 .5 1 .6 1 .8 2 .0 2 .3 2 .5 1 .4 1 .5 1 .6 1 .8 2 .0 2 .3 2 .5 1 .5 1 .6 1 .8 2 .0 2 .3 2 .5 3 .0 1 .6 1 .8 2 .0 2 .3 2 .5 3 .0 1 .8 2 .0 2 .3 2 .5 3 .0 1 .8 2 .0 2 .3 2 .5 3 .0 2 .0 2 .3 2 .5 3 .0 3 .2 Z600 galvanised with'Polycoat' are  C section dimensions section C C14620 C14615 C20615 C17620 C17615 C20620 C17614 C17613 C14618 C14616 C14614 C14613 C12516 C12515 C20618 C20616 C20614 C20613 C17625 C17623 C17618 C17616 C40132 C40130 C40125 C40123 C40120 C34130 C34125 C34123 C34120 C34118 C30730 C30725 C30723 C30720 C30718 C26630 C26625 C26623 C26620 C26618 C26616 C24630 C24625 C24623 C24620 C24618 C24616 C24615 C22625 C22623 C22620 C22618 C22616 C22615 C22614 C20625 C20623 SECTION REF

WEIGHT 15 .94 14 .98 12 .56 11 .58 10 .11 13 .68 11 .48 10 .59 10 .97 Kg/m 5 .56 5 .02 9 .25 8 .35 9 .22 8 .51 7 .44 6 .72 9 .68 8 .14 7 .52 6 .58 5 .94 5 .30 9 .09 7 .65 7 .07 6 .19 5 .59 4 .99 4 .69 7 .36 6 .80 5 .95 5 .38 4 .80 4 .51 4 .22 6 .87 6 .35 3 .61 3 .36 4 .62 4 .18 3 .73 3 .51 3 .28 3 .06 2 .98 2 .80 4 .49 4 .22 3 .94 3 .67 6 .28 5 .81 5 .09 4 .60 4 .11 3 .86 S450 having a guaranteed minimum guaranteed a having S450 DEPTH DEPTH 400 400 400 400 400 345 345 345 345 345 300 300 300 300 300 265 265 265 265 265 265 240 240 240 240 240 240 240 225 225 225 225 225 225 225 200 200 200 200 175 175 145 145 145 145 145 145 120 120 200 200 200 200 175 175 175 175 175 175 mm FLANGE 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 62 .5 100 100 100 100 100 100 100 100 100 100 mm 75 75 75 75 75 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 50 50 65 65 65 65 FLANGE LIPS mm 30 30 30 30 30 30 30 30 30 30 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 15 15 20 20 20 20 20 20 20 20 20 20 THICKNESS LIP THICKNESS 3 .2 3 .0 2 .5 2 .3 2 .0 3 .0 2 .5 2 .3 2 .0 1 .8 3 .0 2 .5 2 .3 2 .0 1 .8 3 .0 2 .5 2 .3 2 .0 1 .8 1 .6 3 .0 2 .5 2 .3 2 .0 1 .8 1 .6 1 .5 2 .5 2 .3 2 .0 1 .8 1 .6 1 .5 1 .4 2 .5 2 .3 2 .0 1 .8 1 .4 1 .3 2 .0 1 .8 1 .6 1 .5 1 .4 1 .3 1 .6 1 .5 1 .6 1 .5 1 .4 1 .3 2 .5 2 .3 2 .0 1 .8 1 .6 1 .5 mm LIP 3 THICKNESS FLANGE DEPTH AS 2/2010 Eaves finish. galvanised Albion for details. Using the Albion Beam avoids the need for counterformed holes and packing plates.

Tip 4

24 2 or Z600 Contact Albion  EB20020 is available with 'Polycoat' t = -20° (downwards) to +26° (upwards)

5 5

* * t mm 1 .80 2 .00 2 .50 3 .00 2 .00 2 .50 3 .00 2 .00 2 .50 3 .00 16 b b b 45 45 45 45 65 65 65 75 75 75 mm a eaves eaves beam systems a 200 200 200 200 240 240 240 300 300 300 mm

100mm for 200 and 240 deep section 105mm for 300 deep section *

section profile 6 .38 7 .03 8 .64 7 .66 9 .42 8 .76 Kg/m 10 .17 11 .12 10 .79 12 .76 WEIGHT

REF SECTION EB20030 EB20018 EB20025 EB24020 EB24025 EB24030 EB30020 EB30025 EB30030 EB20020 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 andwall restraints . dimensions of eaves beams 4 AS 2/2010 zed andchannelsections zed andchannelsections 12515 40132 40130 40128 40125 40123 40020 34130 34128 34125 34123 34120 34118 30730 30728 30725 30723 30720 30718 26728 26725 26723 26720 26718 26716 24728 24725 24723 24720 24718 24716 22725 22723 22720 22718 22716 22715 20725 20723 20720 20718 20716 20715 20714 17625 17623 17620 17618 17616 17615 17614 17613 14620 14618 14616 14615 14614 14613 12516 40132 40130 40125 40123 40120 34130 34125 34123 34120 34118 30730 30725 30723 30720 30718 26630 26625 26623 26620 26618 26616 24630 24625 24623 24620 24618 24616 24615 22625 22623 22620 22618 22616 22615 22614 20625 20623 20620 20618 20616 20615 20614 20613 17625 17623 17620 17618 17616 17615 17614 17613 14620 14618 14616 14615 14614 14613 12516 12515 SECTION SECTION Z or C Z or C or Z REF REF

DEPTH 400 400 400 400 400 400 345 345 345 345 345 345 300 300 300 300 300 300 265 265 265 265 265 265 240 240 240 240 240 240 225 225 225 225 225 225 200 200 200 200 200 200 200 175 175 175 175 175 175 175 175 145 145 145 145 145 145 120 120 mm DEPTH 345 345 345 345 300 300 300 300 300 265 265 265 265 265 265 240 240 240 240 240 240 240 225 225 225 225 225 225 225 200 200 200 200 200 200 200 200 175 175 175 175 175 175 175 175 145 145 145 145 145 145 120 120 400 400 400 400 400 345 mm SECTION WT 16.26 15.26 14.26 12.76 11.75 10.24 13.97 13.05 11.68 10.76 11.26 10.52 9.37 8.45 9.42 8.68 7.57 6.82 9.75 8.73 8.05 7.02 6.33 5.63 9.21 8.24 7.60 6.63 5.97 5.32 7.95 7.33 6.39 5.76 6.00 5.41 4.82 4.52 4.22 6.48 5.97 5.21 4.70 4.19 3.93 3.68 3.42 4.74 4.28 3.81 3.58 3.35 3.11 3.06 2.87 Kg/m 5.13 4.82 7.46 6.88 W T SECTION 11 .48 10 .59 10 .97 15 .94 14 .98 12 .56 11 .58 10 .11 13 .68 9 .25 8 .35 9 .22 8 .51 7 .44 6 .72 9 .68 8 .14 7 .52 6 .58 5 .94 5 .30 9 .09 7 .65 7 .07 6 .19 5 .59 4 .99 4 .69 7 .36 6 .80 5 .95 5 .38 4 .80 4 .51 4 .22 6 .87 6 .35 5 .56 5 .02 4 .49 4 .22 3 .94 3 .67 6 .28 5 .81 5 .09 4 .60 4 .11 3 .86 3 .61 3 .36 4 .62 4 .18 3 .73 3 .51 3 .28 3 .06 2 .98 2 .80 Kg/m . Z STD SLEEVE WT . Kg/each 19.57 18.35 17.12 15.29 14.06 12.23 13.23 12.35 11.02 10.14 10.06 8.82 7.94 9.39 8.39 7.72 6.71 6.04 7.71 6.89 6.34 5.51 4.96 4.41 5.84 5.21 4.79 4.17 3.75 3.33 4.31 3.97 3.45 3.11 2.76 2.59 4.01 3.68 2.88 2.56 2.24 3.44 3.16 2.75 2.48 2.06 1.93 1.79 1.57 1.41 1.25 1.18 1.02 1.04 0.98 D SLEEVE WT SLEEVE S TD Z 3.2 2.4 2.2 1.1 Kg each Kg 12 .96 11 .96 10 .44 11 .21 21 .47 20 .18 16 .92 13 .63 15 .44 15 .61 9 .43 9 .42 8 .70 7 .61 6 .87 8 .67 7 .30 6 .75 5 .90 5 .33 4 .76 6 .31 5 .32 4 .91 4 .30 3 .88 3 .47 3 .26 4 .40 4 .07 3 .56 3 .22 2 .88 2 .70 2 .53 4 .09 3 .78 3 .31 3 .00 2 .68 2 .52 2 .35 2 .19 3 .72 3 .44 3 .02 2 .73 2 .44 2 .29 2 .14 2 .00 1 .82 1 .64 1 .47 1 .38 1 .29 1 .20 1 .20 1 .13 . component weights component INNER BA . 22.36 20.97 19.57 17.47 16.07 13.98 15.34 14.32 12.78 11.76 10.23 11.57 10.8 9.64 8.87 7.71 6.94 8.27 7.39 6.79 5.91 5.32 4.73 7.81 6.98 6.42 5.58 5.02 4.46 6.16 5.66 4.92 4.43 3.94 3.69 5.72 5.26 4.57 4.12 3.66 3.43 3.99 3.67 3.19 2.88 2.56 2.24 2.08 2.34 2.11 1.87 1.75 1.64 1.52 9.2 3.2 2.4 B AYINNER HEB SLEEVE 15 .03 13 .87 12 .11 12 .89 24 .53 23 .06 19 .34 15 .57 17 .91 10 .93 10 .83 10 .00 17 .84 Y 8 .74 7 .89 9 .30 7 .83 7 .23 6 .33 5 .72 5 .10 8 .45 7 .12 6 .58 5 .75 5 .20 4 .64 4 .36 6 .28 5 .81 5 .08 4 .60 4 .10 3 .86 3 .61 5 .84 5 .40 4 .73 4 .28 3 .82 3 .59 3 .36 3 .13 4 .32 4 .00 3 .50 3 .17 2 .83 2 .66 2 .49 2 .32 2 .71 2 .45 2 .19 2 .06 1 .93 1 .80 HEB SYTEM HEB END BA 30.75 28.83 26.91 24.02 19.22 20.79 17.32 15.94 13.86 12.47 15.73 14.68 13.11 12.06 10.49 12.06 10.76 10.46 22.1 19.4 9.44 8.61 7.75 6.89 9.34 8.59 7.47 6.72 5.98 7.36 5.76 5.12 7.43 6.83 5.94 5.35 4.75 4.46 4.16 4.97 4.32 3.89 3.45 3.24 3.02 2.81 2.98 2.68 2.38 2.23 2.08 1.94 D B AYEND 9.9 6.4 4.8 5.4 33 .73 31 .71 26 .60 21 .41 24 .27 20 .37 18 .79 16 .41 14 .81 17 .53 14 .73 13 .60 11 .89 10 .74 13 .55 11 .41 10 .54 11 .31 24 .53 9 .22 8 .33 7 .44 9 .53 8 .80 7 .70 6 .96 6 .22 5 .84 8 .17 7 .55 6 .61 5 .97 5 .33 5 .01 4 .69 7 .59 7 .02 6 .15 5 .56 4 .96 4 .66 4 .36 4 .06 5 .84 5 .40 4 .73 4 .28 3 .83 3 .60 3 .37 3 .13 3 .45 3 .12 2 .79 2 .63 2 .46 2 .29 8 Y D SLEEVE WT SLEEVE S TD C C STD SLEEVE WT Kg/each Kg each Kg 20.16 18.81 15.45 13.44 13.78 12.86 11.49 10.57 11.08 10.35 21 .5 20 .2 16 .9 13 .5 13 .7 11 .5 10 .6 11 .1 15 .5 21.5 16.8 9.19 8.27 9.24 7.39 6.65 9.45 8.43 7.76 6.75 6.07 8.54 6.98 6.42 5.58 5.02 4.46 6.16 5.66 4.92 4.43 3.94 3.69 4.65 4.28 3.72 3.35 2.98 2.79 4.21 3.87 3.37 3.03 2.69 2.52 2.36 2.19 2.34 2.11 1.87 1.75 1.64 1.52 1.04 0.98 6 . 6 .0 5 .3 6 .9 6 .4 5 .6 5 .0 4 .5 4 .2 6 .1 5 .6 4 .9 4 . 4 .0 3 .7 3 .5 4 .6 4 .3 3 .7 3 .4 3 .0 2 .8 2 .6 2 .4 4 .2 3 .9 3 .4 3 .0 2 .7 2 .5 2 .4 2 . 2 .3 2 .1 1 .9 1 .8 1 .7 1 .5 9 .2 8 .3 9 .3 8 .5 7 .4 6 .7 9 .8 8 .2 7 .6 8 .3 1 . 1 .0 8.5 5.4 2.6 . . M12 allthread rafter/column stays cleader angle75x75x2 cleader angle45x45x2 diagonal tiewires speed fixantisagrods eaves struts side railsuppor accessories purlin/rail cleats eaves beam eaves beam purlin/rail cleats EB30030 EB30025 EB30020 EB24030 EB24025 EB24020 EB20030 EB20025 EB20020 EB20018 EB30030 EB30025 EB30020 EB24030 EB24025 EB24020 EB20030 EB20025 EB20020 EB20018 SECTION SECTION ts SUIT TO TO SUIT 400 345 300 265 240 225 200 175 145 120 DEPTH DEPTH 120 400 345 300 265 240 225 200 175 145 REF REF

Kg/each Kg/ each Kg/ DEPTH 0 .71 3 .63 3 .11 2 .68 2 .36 1 .73 1 .16 1 .09 0 .96 0 .79 DEPTH 300 300 300 240 240 240 200 200 200 200 300 300 300 240 240 240 200 200 200 200 3.10 2.34 3.60 2.66 1.72 1.15 1.08 0.95 0.80 0.70 mm FLA FLAT mm T

0.71 1.34 2.30 1.34 0.1 0.5 1.6 1.6 + (0.8Kgendcleats) WEIGHT Kg/m WEIGHT 12 .76 10 .79 11 .12 10 .17 WEIGHT Kg/each Kg/each ANGLE 8 .76 9 .42 7 .66 8 .64 7 .03 6 .38 1 .10 4 .24 3 .72 3 .30 2 .97 2 .24 1 .55 1 .48 1 .35 1 .18 ANGLE Kg/m 13.54 11.31 11.89 10.95 Kg/m 3.80 3.04 4.30 3.36 2.28 1.57 1.50 1.37 1.21 1.12 9.08 9.95 7.99 9.16 7.36 6.64 5 AS 2/2010 eaves beam apex tie product product range supports horizontal cladding roof purlins cleader rail side rails cleader rail 6 AS 2/2010 door trimmer door anti-sag bar anti-sag speed fix speed product range product window trimmer window eaves strut eaves diagonal tie wire tie diagonal side rail support rail side 7 AS 2/2010 , ter spans ts and site . , when load criteria allows choice of system then this is ying capacity when compared to the sleeved system The single span butted purlin/rail (non continuous system) is the most simple of all the systems. Used generally for shor or where lighter loads apply as in agricutural buildings. It is economical, easily detailed and purlins can be fitted either over the rafters or between the rafter webs. The double span butt joint system is not as efficient in load carr however the more cost effective, saving on component par erection time single/double span with staggered sleeve arrangement That in both sleeve systems, sleeves are Note: provided to all purlins on the penultimate rafter purlins/side purlins/side rails single span butted system (purlins & rails) double span butt joint system (purlins & rails) double span butt joint system (purlins The sleeved system is the most popular and widely specified system for buildings of 2 bays or more. The sleeved system is the most popular and widely with ease of detailing to many building designs. It provides a cost effective solution combined connections system & jointing layouts single span with staggered sleeve arrangement sleeved system (purlins & rails) sleeved connection 8 58 metric loadtablesforbuttjointedside railsystem wishing tocheckindividualcasesultimatewindpressureis Par All loadshavebeencalculatedinaccordancewithBS5950 been madeandtheloadsshownareforhorizontalwindloads. on pages7,9&10.Anallowanceforthecladdingweighthas lines. Thefollowingloadtablesarevalidwhenfixedasshow members fixedbetweenthecolumnstoachievevarioussheeting Single spansiderailshavebeendesignedassimplysuppor t 5usingaloadfactorof1.4.Forstructuralengineers SECTION REF fix ed withselftappingscre 45 x2.0mmangle UDL kN 1.000 ws orpop ri 1.375 v ets 1.500 W O L L A ting : n S E R T E M N I S E R T N E C L I A R m / N k ( S G N I D A O L E L B A 1.675 shown intherighthandcolumn. 1.800 2. Whenusingultimatetablesloadfactors wind suctionthetabulatedloadsshouldbemultipliedby0.9. 1. Theloadsshowninthetablesareforwindpressure, Notes: 2 ) 2.000 fix ed withselftappingscre 45 x2.0mmangle 2.500 3.000 ws orpopri mustbeapplied. L U v ets TIMA ) N k ( TE LOADS TE

AS 2/2010 (purlins &rails) single span buttedsystem all purlinssinglespan arrangement typical sleeving If indoubtofanysystempleasecontactourtechnicaldesign depar end baysleevesheavygauge heavy endbaysleevetypicaldimensions (purlins only) heavy endbaysystem&jointinglayouts f in any doubt of any system please contact our technical design department design technical our contact please system any of doubt any in If inner baypurlinsdoublespan 29 Section 307 247 227 207 176 146 Ref 1632 1312 1172 1 992 802 mm 172 A B heavy endbay 755 595 525 525 435 340 mm B section heavy endbay 200 150 115 11 11 mm 85 C 5 5 sleeve A 64 300 240 225 200 175 145 mm D other cleat omitted fo clarity B mm 54 48 43 43 33 33 E r s purlins/side rails purlins/side mm 46 42 67 42 27 27 F inner bay section lighter mm 60 60 60 60 55 55 G inner bay sleeve 29 All jointstobefullysleeved. Inner baypurlinssinglespanordoublespan. All endbaypurlinssinglespan. For thesystemtoper intermediate purlins. for sleeveconnection,andareofthesamelightergaugeas slightly longer than standard sleeves with double hole punching higher momentsintheendbay heavier gaugeequaltotheendbaypurlinscaterforth The penultimaterafterissleevedwithalongersleeveof ever criteria, andisafullycontinuouspurlinsystem,withsleevesat The systemcatersforspansupto15mdependantonloading a lightergaugematerial larger andmultispantypebuilding,withtheinnerbaysbeingof The heavyendbaysystemoffersaneconomicsolutiontoth raftersneedtobecheckedforextrastress. Note:Rigidjointofdoublespanpurlinscanbeinlinebut to staggertherigidjoints;asshownindiagram bay purlinsdoublespanningwithsinglespanintroduced The heavyendbaysystemcanalsobesuppliedwiththeinner minimum offivebaysshouldbeconsidered. inner baysleeveslightergauge the raftersorbetween therafterwebs. economical, easily detailedandpurlinscanbefitted eitherover or where lighterloadsapply asinagricutural buildings.Itis most simpleof allthe systems. Usedgenerally for shor The single span butted purlin/rail (non continuous system) is th Section 307 247 227 207 176 146 Ref y joint. tment E C F 1084 980 902 902 734 630 mm A D form economicallyonlybuildingswith 481 429 390 390 306 254 mm . B : : 200 150 115 115 115 . Theinnerbaysleevesare mm 85 C 300 240 225 200 175 145 mm D G mm 54 48 43 43 33 33 E . mm ter spans 46 42 67 42 27 27 F a e a e mm 60 60 60 60 55 55 G e s 9 wishing tocheckindividualcasesultimatewindpressureis metric loadtablesfordoublespanbuttjointedsiderailsystem Par All loadshavebeencalculatedinaccordancewithBS5950 horizontal windloads. cladding weighthasbeenmadeandtheloadsshownarefor fixed asshownonpages7,9&10.Anallowanceforthe Double spanbuttjointedsiderailloadtablesarevalidwhen 20616 20615 17618 17616 17615 17614 17516 17515 14618 14616 14615 14614 14516 14515 12516 12515 17616 17615 17614 17516 17515 14618 14616 14615 14614 14516 14515 12516 12515 17516 17515 14616 14615 14614 14516 14515 12516 12515 14616 14615 14614 14516 14515 12516 12515 t 5usingaloadfactorof1.4.Forstructuralengineers SECTION REF UDL kN 1 .000 1.375 1.50 W O L L A 0 : B A S E R T E M N I S E R T N E C L I A R E L 1.67

O L 5 S G N I D A shown intherighthandcolumn. 2. Whenusingultimatetablesloadfactors wind suctionthetabulatedloadsshouldbemultipliedby0.9 1. Theloadsshowninthetablesareforwindpressure, Notes: 1.800 m / N k ( 2 ) 2.000 2.500 3.00 must 0 be applied. L U LOADS ( TIMA ) N k TE . Rails at mid 93 70 93 60 60 60 57 60 57 68 68 70 70 80 70 70 107 107 29 29 29 739 29 29 29 29 29 29 29 539 629 390 390 429 444 64 1600 254 306 64 64 1380 1200 64 64 64 64 902 902 980 1010 64 64 630 734 span as required 8 / 739 5 539 629 444 390 390 429 254 306 and 8 / 29 29 29 29 29 29 29 29 29 29 3 52 42 47 53 58 48 53 47 47 47 53 53 39.5 45.5 inner bay lighter gauge inner bay lighter 43 43 65 95 37 37 300 200 245 115 115 150 165 Sag rod holes: Purlins at mid, required Rails at mid or third points as 29 29 29 1039 29 29 29 29 29 29 29 755 874 675 525 525 595 64 2200 340 435 64 64 1632 1870 64 64 64 64 1312 1172 1172 1472 64 64 802 992 1039 755 874 675 525 525 595 340 435 29 29 29 29 29 29 29 29 29 29 47 52 42 53 58 48 53 47 47 47 53 53 39.5 45.5 end bay heavy gauge 43 43 65 95 37 37 115 200 245 300 115 150 165 29 45 55 29 29 639 29 29 29 29 29 29 29 29 461 534 410 255 255 305 s 64 1400 150 150 255 64 64 1044 1190 64 64 64 64 632 632 732 942 64 64 64 422 422 632 639 461 534 410 255 255 305 150 150 255 29 29 29 29 29 29 29 29 29 29 29 47 52 42 53 58 48 53 47 47 47 53 53 39.5 45.5 33 43 43 27 37 37 60 65 95 zed purlin sleeve zed purlin 115 115 150 165 200 245 300

AS 2/2010 either 16 grade M16 16 grade M16 M12 bolts M16 bolts. Purlin and rail assembly bolts:- bolts:- assembly rail and Purlin For Sections up to and including 246 series or 8.8 grade M12 266 Sections used. be my 4.6 above and series 4.6 only. Holes 14mm for and 18mm for 33mm back mark if required 33mm back mark if required 33mm back mark if required 33mm back mark if required 33mm33mm back markback mark if requiredif required 33mm back mark if required 33mm back mark if required 33mm back mark if required 33mm back mark if required 33mm back mark if required 75 65 65 65 65 100 100 50 62.5 62.5 3 3 3 3 3 3 3 3 3 3 29 29 29 29 29 29 29 29 29 29 150 150 255 305 410 255 255 461 534 639 s for typical single span sleeved purlins and rails with central sag bar holes. span zed zed purlins/side rails Holes and dimension Butted purlins and rails are identical except only two bolt end connections required. Purlins and rails are available up to 16 meters maximum, but it is recommended that because of transportation and handling, 120 and 145 series be limited to 10m maximum. 639 461 534 305 410 255 255 150 150 255 29 29 29 29 29 29 29 29 29 29 3 3 3 3 3 3 3 3 3 3 50 50 50 50 50 45 55 50 45 55 50 50 42.5 42.5 40 40 30 40 40 30 300 345 245 300 200 265 165 240 150 225 115 175 95 200 115 145 65 120 60 400 401 series 341 series 307 series 266 series 246 series 226 series 206 series 176 series 146 series 125 series zed purlins and side rails zed purlins 10 401 series 341 series 307 series 266 series 246 series 226 series 206 series 176 series 146 series 125 series zed purlinsandsiderails 400 245 345 200 300 165 265 150 240 115 225 115 200 95 175 65 145 60 120 300 40 40 30 40 40 30 42.5 42.5 50 50 50 45 55 45 55 50 50 50 50 50 3 3 3 3 3 3 3 3 3 3 29 29 29 29 29 29 29 29 29 29 255 150 150 410 305 255 255 534 461 639 span 639 534 461 410 305 255 255 255 150 150 29 29 29 29 29 29 29 29 29 29 3 3 3 3 3 3 3 3 3 3 62.5 62.5 50 100 100 65 65 65 65 75 if required back mark 33mm if required back mark 33mm if required back mark 33mm if required back mark 33mm if required back mark 33mm if required back mark 33mm if required back mark 33mm if required back mark 33mm if required back mark 33mm if required back mark 33mm

AS 2/2010 300 245 200 165 150 115 115 offer firewall slots, counter formed holes (18mm diameter only). diameter (18mm holes formed counter slots, firewall offer rectangular 20mm x 14mm top and bottom. are holes support rail side and rod sag All 6mm. is joints at rails and purlins between Clearance zed purlinsleeve 95 65 60 37 37 27 43 43 33 45.5 39.5 53 53 47 47 47 53 48 58 53 47 42 52 29 29 29 29 29 29 29 29 29 29 29 255 150 150 410 305 255 255 534 461 639 632 422 422 64 64 64 942 732 632 632 64 64 64 64 1190 1044 64 64 255 150 150 1400 64 s 410 305 255 255 534 461 29 29 29 29 29 29 29 29 639 29 29 55 45 29 Flange holes 14mm diameter at backmark shown. 165 150 115 300 245 200 115 37 37 95 65 43 43 end bayheavygauge 45.5 39.5 53 53 47 47 47 53 48 58 53 47 42 52 29 29 29 29 29 29 29 29 29 29 435 340 675 595 525 525 874 755 1039 992 802 64 64 1172 1472 1172 1312 64 64 64 64 1870 1632 64 64 435 340 2200 64 525 675 595 525 874 755 29 29 29 29 29 29 29 1039 29 29 29 Rails atmidorthirdpointsasrequired Purlins atmid, Sag rodholes: 115 165 150 115 245 200 300 37 37 95 65 43 43 inner baylightergauge 45.5 39.5 53 53 47 47 47 53 48 58 53 47 42 52 Facility to 3 29 29 29 29 29 29 29 29 29 29 / 8 and 306 254 390 444 429 390 629 539 5 739 / 8 spanasrequired 734 630 64 64 1010 902 902 980 64 64 64 64 1200 1380 64 64 306 254 1600 64 390 444 429 390 629 539 29 29 29 29 29 29 29 739 29 29 29 107 107 70 70 80 70 70 68 68 57 60 57 60 60 60 93 70 93 11 Rails atmid 125 series 146 series 176 series 206 series 226 series 246 series 266 series 307 series 341 series 401 series 192 205 230 250 285 330 385 170 125 140 64 64 64 64 64 64 64 64 64 64 120 120 120 120 120 120 120 120 120 120 65 55 60 60 60 60 52.5 50 25 40 50 25 25 25 25 25 25 25 25 25 95 60 65 200 245 115 115 150 165 300 cleats to suit zed and cleats to page 15) sections (see also channel k k k k k k k k k if required if required if required 33mm back mar 33mm back mar 33mm back mar 33mm back mar if required 33mm back mar if required 33mm back mar if required 33mm back mar if required 33mm back mark if required 33mm back mar if required 33mm back mar if required 85 70 73 63 63 63 63 40 47 60 29 29 29 700 29 29 29 29 29 29 29 481 540 306 481 390 429 64 1522 150 254 306 64 64 1084 1202 64 64 64 64 734 902 980 1084 64 64 64 422 630 734 700 481 540 481 306 390 429 150 254 306 29 29 29 29 29 29 29 29 29 29 45 45 52.5 52.5 52.5 52.5 52.5 52.5 57.5 47.5 57.5 47.5 52.5 52.5 60 65 95 300 115 115 150 165 200 245 42.5 42.5 32.5 42.5 42.5 32.5 C sleeve details C sleeve

AS 2/2010 . 16 16 M M12 M16 12 12 bolts M12 M 18mm for for 18mm All holes on holes All either . 16 bolts. 16 Purlin and rail assembly bolts:- For Sections up to and including 246 series grade 4.6 my be used. Sections 266 above and series only. 4.6 grade for 14mm Holes bolts and M grade 8.8 or k k (18mm diameter only). diameter (18mm 33mm back mar if required 33mm back mar if required 33mm back mark if required 33mm back mark if required 33mm back mark if required 33mm back mark if required 33mm back mark if required 33mm back mark if required 33mm back mark if required 33mm back mark if required 65 65 50 75 65 65 Flange holes are 14mm diameter 14mm are holes Flange 100 100 . 62.5 62.5 3 29 29 29 29 29 29 29 29 29 29 390 306 700 540 481 429 481 150 254 306 points points points points points points points points points points 3 3 3 3 3 3 3 3 3 3 / / / / / / / / / / 1 1 1 1 1 1 1 1 1 1 Facility to offer firewall slots and counter formed holes holes formed counter and slots firewall offer to Facility . span holes at mid span or holes at mid span or holes at mid span or holes at mid span or holes at mid span or holes at mid span or holes at mid span or holes at mid span or holes at mid span or holes at mid span or All sag rod and side rail support holes are rectangular 20mm x 14mm top and bottom to suit to suit bottom and top x 14mm 20mm rectangular are holes support rail side and rod sag All standard gauge lines gauge standard channels channel spanning bay double sections, channel spanning bay single standard for dimensions and Holes length overall 16m of a to up maximum available sections 306 390 700 481 540 429 481 150 254 306 29 29 29 29 29 29 29 29 29 29 3 55 50 55 50 50 50 50 50 45 50 40 30 115 115 50 45 30 40 40 95 60 65 165 150 40 42.5 42.5 225 200 400 300 345 245 300 200 265 240 175 145 120 401 series 341 series 307 series 266 series 246 series 206 series 226 series 176 series 125 series 146 series channels 12 channels 401 series 341 series 307 series 266 series 246 series 226 series 206 series 176 series 146 series 125 series 175 145 120 265 240 245 345 200 300 300 400 225 200 42.5 42.5 40 165 150 95 65 60 40 40 30 50 45 115 115 40 30 50 45 50 50 50 50 50 55 50 55 3 29 29 29 29 29 29 29 29 29 29 306 254 150 481 429 540 481 700 390 306 holes atmidspanor holes atmidspanor holes atmidspanor holes atmidspanor holes atmidspanor holes atmidspanor holes atmidspanor holes atmidspanor holes atmidspanor holes atmidspanor span 1 1 1 1 1 1 1 1 1 1 / / / / / / / / / / 3 3 3 3 3 3 3 3 3 3 points points points points points points points points points points 306 254 150 481 429 540 481 700 390 306 29 29 29 29 29 29 29 29 29 29 3 62.5 62.5 100 100 65 65 75 50 65 65 if required back mark 33mm if required back mark 33mm if required back mark 33mm if required back mark 33mm if required back mark 33mm if required back mark 33mm if required back mark 33mm if required back mark 33mm if required back mar 33mm if required back mar 33mm k k

AS 2/2010 C sleevedetails 32.5 42.5 42.5 32.5 42.5 42.5 245 200 165 150 115 115 300 95 65 60 52.5 52.5 47.5 57.5 52.5 47.5 57.5 52.5 52.5 52.5 52.5 52.5 45 45 29 29 29 29 29 29 29 29 29 29 254 150 306 481 429 390 306 540 481 700 734 630 422 64 64 64 1084 980 902 734 64 64 64 64 1202 1084 64 64 306 254 150 1522 64 481 429 390 306 540 481 29 29 29 29 29 29 29 700 29 29 29 60 47 40 63 63 63 63 73 70 85 if required back mar 33mm if required back mar 33mm if required back mark 33mm if required back mar 33mm if required back mar 33mm if required back mar 33mm if required back mar 33mm if required back mar 33mm if required back mar 33mm if required back mar 33mm k k k k k k k k k channels channel sections(seealsopage15) cleats tosuitzedand 300 115 165 150 115 245 200 95 65 60 25 25 25 25 25 25 25 25 25 50 50 40 25 52.5 60 60 60 60 55 65 120 120 120 120 120 120 120 120 120 120 64 64 64 64 64 64 64 64 64 64 170 140 125 192 385 330 285 250 230 205 307 series 266 series 246 series 226 series 206 series 176 series 146 series 125 series 401 series 341 series 13 AS 2/2010 27 24 24

24 24 24 24

0 0 75 75

105 115 100 10

17.5

100 17.5

10 10 17.5 17.5 50 17.5 17.5 50 50 65 65 75 75 45 45 110 150 110 Ø Ø Ø 240 300 200 flange holes 14mm flange holes 14mm flange holes 14mm rafter 3 L C 29 rafter 3 L C 29 rafter 3 L C 29 span Ø 8 / 5 & 8 / 3 span Ø 8 / span 5 300 series & 8 / 3 all web holes 18mm span Ø 8 / span 5 holes at mid or 240 series & 8 / 3 all web holes 18mm span 200 series holes at mid or eaves eaves beams all web holes 18mm holes at mid or rafter rafter rafter 29 29 29 L L L C C C 3 3 3 115 75 75 300 240 200 standard standard dimensions Holes and dimensions for eaves beams . All web holes 18mm dia . for 16mm . dia bolts . Clearance between eaves beams at joints is 6mm . flanges may beTop angled from -20° (downwards) to 26 .5° (upwards) . Maximum length of section is 15m . 14 38 SECTION REF UDL kN 1.000 1.375 1.500 W O L L A S E R T E M N I S E R T N E C L I A R E L B A 1.675 L S G N I D A O 1.800 m / N k ( 2 ) 2.000 2.500 3.000 L U TIMA ) N k ( TE LOADS TE

AS 2/2010 for weld-on cleat cleats C &Z226 C &Z206 C &Z176 C &Z146 C &Z125 C C Section agricultural Ref 75 A B A B 45 t 28 115 115 mm 65 60 95 A cleat 120 64 120 range 52.5 mm 65 50 50 40 B t please 28 18mm holes. Cleats 266seriesandabove bolt choice(seepages10&12). or 18mmholesdependanton Cleats upto246series14mm 205 192 170 140 125 mm C contact page 26) details see suit AlbionFirewall by others(andto cleat supplied special firewall our mm purlins/side rails purlins/side 6 6 6 6 6 t technical depar tment C weld/bolt-on cleat C &Z401 C &Z266 C &Z246 C &Z226 C &Z206 C &Z176 C &Z125 C &Z341 C &Z307 C &Z146 75 Section A B Ref 45 165 150 115 115 300 245 200 mm 65 60 95 Consult ourT may requirestiffening. tiled roofsorsteepslopespurlincleats Where longspans/abnormalloadsin Note: A 120 64 by others cleat supplied stiffened 52.5 mm 60 55 65 50 50 40 60 60 60 B t echnical Depar mm 250 230 205 192 170 140 125 385 330 285 C tment. mm 10 10 10 10 8 6 6 6 6 6 t 15 AS 2/2010 e n t. 45 x 45 x 2.0mm thick angl roof strut type 2 as show on page 20 & 21. complete with diagonal tie wire as shown on pages 23 & 24. t cleat, other bracket fixed on top of lateral . a Ensure 5mm bracket thickness is deducted from t cleat Note: length of lateral suppor , if there is Diagonal tie wire brackets, one bracket fixed between purlin and lateral suppor suppor tment. & * 8 / 3 , a connection can be made by either using ts or 12mm diameter allthread sag bars thus ts are at echnical Depar purlin purlin systems Where there is no structural member at the top of the slope then Where there is no structural member at the top the detail above should be followed. However structural member side rail suppor eliminating the need for diagonal tie wires. Speed fix anti–sag bars, as shown on page 19 Speed fix anti–sag bars, rafters lins pur diagonal tie wires see pages 23 & 24 Where span exceeds 7.6m suppor points and not as shown. 8 / Use side rail struts for sections 300 to 400 deep For spans in excess of 9m contact our T Note: 5 * roof plan mono pitched roof mono pitched layout pitched roof typical mono side elevation 16 side elevation typical monopitchedrooflayout mono pitchedroof roof plan * 5 Note: For spansinexcess of9mcontactourT Usesiderailstrutsforsections300to400deep / 8 pointsandnotasshown. Wherespanexceeds7.6msuppor diagonal tiewiresseepages23&24 pur lins rafters Speed fixanti–sagbars,asshownonpage19 eliminating theneedfordiagonaltiewires. side railsuppor structural member the detailaboveshouldbefollowed.However Where thereisnostructuralmemberatthetopofslopethen echnical Depar ts areat ts or12mmdiameterallthreadsagbarsthus , aconnectioncanbemadebyeitherusing 3 / 8 * & tment. suppor and lateralsuppor Diagonal tiewirebrackets,onebracketfixedbetweenpurlin , ifthereis length oflateralsuppor Note: t cleat Ensure5mmbracketthicknessisdeducted from a . t cleat,otherbracketfixedontopoflateral as shownonpages23&24. complete withdiagonaltiewire on page20&21. roof struttype2asshow 45 x2.0mmthickangl t. n e

AS 2/2010 Diagrams 2,3&4: tiled roof 4 3 2 1 timber battens timber battens timber battens typicalexamplesoffixingbattenstothepurlins.

gauge lines screws oronstandard using selftapping formed anglefixed 45x45x2mm cold

diagonal tie wires

should be use

when no structural

member exists

bottom of the slope timber rafter timber rafter screws with selftapping by others)fixed cleat (supplied channel orangle timber rafter

holes with sitedrilled fixed asshown timber rafter

stru t

2 metres ma

a t purlin systems purlin

x 4. Rigidtyperestraintsarecontinuedovertheapex. wires orstructuralmembershouldnotexceed5.4m. 3. Themaximumlengthofslopeunsuppor diagonal tiewiresshouldbeusedasshownindiagram1. structural member 2. Atthebottomofslopestrutsshouldbefixedbackto 6m contactourT a maximumunrestrainedlengthof2m.Forspansinexcess 1. Siderailsuppor existing townscape. this arenewsupermarketswhichrequiredtoblendintoan buildings isbecomingincreasinglypopular The useoftraditionaltiledroofconstructiononsteelframed be adheredto. adopting the layout shown in diagram 1 and the following poin restraining methodsareemployed.Thiscanbeachievedby encountered inroofsofthistype,itisessentialthatadequat caused bythehighloadandsteepslopefactorsnormally However due to the high rotational forces imposed on the purli deflection ratiois limitedtospan/250inaver lifting, checkwithtilemanufacturer Deflection shouldbetakenintoconsideration topreventtile details. fixed topurlinscontactourtechnical depar When tiles/battensincorporateasteeldeckwhichisscrew be uniformlydistributed. centres alongthepurlinlengthloadmaybeassumedto Provided theraftersarespacedatnomorethan600mm Note: echnical Depar

. Wherenostructuralmemberexiststhen

timber rafter

t typestrutsarefixedbetweenthepurlinswith s

required wherespansexceed6metres Note: Additionaldiagonaltiewiresare

timber

battens tment fortiewirearrangement. , andrecommendthat ted viadiagonalti . T ypical examplesof tment forrestrain

tical plain. til

e e

e s s t ns a ts 17

AS 2/2010

x ma

etres m

. 2

tment

x ma

etres

m 2

Where liner panels are used and fixed directly to the top flange Where liner panels are strong enough section to provide lateral of the purlins and are a sag bars can be used if required. restraint then standard our technical depar If in any doubt contact

ax m

e etres

s m 2 ts. The lateral ts shown on page 21 purlin purlin systems . y to introduce the use of lateral suppor y to introduce the use of ts are the same as the side rail suppor ts are the same as the ith the increase in secret fix standing seam roofing system ith the increase in secret purlins with non-restraining cladding non-restraining purlins with W with specials manufactured at the apex to suit the required roof with specials manufactured slope and centres. purlin length does not exceed 2 metres, Provided the unrestrained tables can be used i.e. sleeved, singl the standard relevant load span, double span, or heavy end bay span, double span, or which do not give lateral restraint to the top flange of the purlins which do not give lateral it is necessar suppor 18 AS 2/2010 anti-sag rods(sections125-266series) for roofslopesof1.5 anti-sag barsbottomholetotopdowntheslopeasshown. The purlintriestorollbackwards.Thisispreventedbyfixing for roofslopesof10 The purlintriestorollfor between thepairs. are fixedasopposingpairsandthesiderailsuppor replaced withoursiderailsuppor ineffective andthereforespeedfixanti-sagbarsshouldbe For pitchesatthislevelconventionalanti-sagbarsbecom for roofslopesupto1.5 hole tobottomdowntheslopeasshown. manufactured from12mmdiameterallthreadzincplatedfinish. and heldinpositionwithaspring.Alternativeapextiesare in thestandardpre-punchedholesatmidor roll formedintoachannelsection.Eachendisnotchedtolocat 1.6mm thicknesspre-hotdippedgalvanisedmildsteelandcol Speed fixanti-sagbarsandapextiesaremanufacturedfrom speed fixanti-sagbars Note: c For roofslopesgreaterthan25 slopes uptoandincluding25°. Note: angle strutsshouldbeusedinlieuofspeedfixsagrods. on su lt ou For sections300mmdeepandover45mmx2m These detailsapplytoroof r T ech nic ° ormore ° al D to10 ° wards. Anti-sagbarsshouldbefittedto epa ° r tmen ° ts. W t. e recommendthatpurlins 3 / 8 ths & ts fixed 5 / 8 ths e span purlin systems purlin d e p m continuously overtheapex speed fixanti-sagbarsarefixed anti-sag barsser • • conditions. T roof membrane). fixed thepurlinderivesalargemeasureofstiffnessfrom T o providelateralrestrainttothebottomflangeunderuplift o stopthepurlintwistingduringerection.(oncesheetingis apex ve twomainpurposes: speed fixdetail 19 47 AS 2/2010 Span 5.5m 6.1m 6.5m 7.0m 7.5m Speed Fix anti sag bars s diagonal tie wire diagonal tie 125 146 176 207,227 Purlin Ref 247, 267, 307, 341, 401 12mm Ø threaded rod maximum span without anti sag bars: maximum span without anti sag typical bay plan typical bay . t n y propping may cleat one end) 2 / 1 special side rail suppor ( ts to reduce the dow purlin purlin systems ts are fitted along the roof slope in the form of ts are fitted along the roof 12mm Ø threaded rod slope loading. long roof slopes long roof is recommended that in excess of 20m it For roof slopes additional suppor side rail suppor diagonal tie wires and The maximum span without anti-sag rods (or angle struts 300mm to The maximum span without anti-sag rods (or opposite. 400mm deep sections) is as shown in the table If no anti-sag bar or struts are provided temporar (by others). be required during the roof cladding operation tables uplift wind to refer - critical be however may loading uplift Wind For 300mm to 400mm deep sections replace threaded rod and For 300mm to 400mm deep sections replace anti-sag bars with side rail struts. 20 AS 2/2010 side rail suppor necessar Only siderailsuppor section 45x2.0mmthick. galvanized mildsteelandcoldrollfo Side railsuppor standard gaugelinedetails Section Ref 226 206 146 125 401 341 266 246 176 307 mark 25mm back holes punchedon y stabilityunderwindpressureorsuctionloads.

15 typical to suitstandardgaugelines ts aremanufacturedfrompre-hotdipped 15 t ypical 25 25 ts fabricatedasshownwillgivethe ts/eaves str Standard GaugeLineCentres F F 165 150 300 245 200 115 115 mm 65 60 95 25 25 rmed intoanangle uts

angle length systems purlin/rail 12 12 overall length Dim F 165 165 145 115 110 350 295 250 215 200 mm end cleattypes less thicknessofrail (see page24)theactualoveralllengthwillberailcentres rail suppor actual overalllengthwillberailcentresless7mm.Forside diagonal tiewiresatamidpointlocation(seepage23)the When siderailsuppor Note: suit the16mmdiametercountersunkbolt. At thispositiononlytheholeshouldbe18mmdiameterto countersunk bolt(seepage31). except whenthestrutisattachingtoaCsectionvia strutare14mmdiameter All holesinthesiderailsupport Note: half cleat standard cleat ts usedatintermediateandthirdpointlocation . ts areusedinconjunctionwith 90 End cleattur 90 beam. T between siderailandeaves fixing siderailsupor

º º tobottomcleat . Generallyusedwhen op cleatisfixedat ned through ts 21 SECTION REF E ND BA W O L L A ) N k ( S D A O L Y E L B A INNER BA Y END BA L U Y T.

O L D A INNER BA E Y N W O D ND BA P S Y 0 8 1 / N A O L INNER DEFLE D A BA E Y C TION ND BA P S I Y 0 6 3 / N A L U A M I T N NER BA ) N k ( S D A O L E T E Y ND BA Y S W O R 0 INNER BA E Y LA TE ND RAL SUPPOR RAL BA T F I L P U I Y O R 1 W N NER BA Y S T E ND BA Y S W O R 2 INNER BA Y 45 AS 2/2010 21 0 5 5 5 0 5 0 5 0 F 11 11 14 16 20 21 25 29 35

’ ‘A length erall

ov 60 65 95

’ ‘A length erall ov E 115 150 165 200 245 300

29 29 29 29

angle length ‘B’ length angle 17 17

17 ’ ‘B length angle 17 80 83 98 D 108 125 133 150 173 200 25 25 25 25 ’ . ‘D ‘E’ ‘F’ ‘C’ 75 75 125 125 30 32 47 57 75 82 C 100 122 150 25 Ø 25 25 ties 25 25 25

15 typical

Ø 15 typical 15 Ø 15 typical 15 For struts used with countersunk holes in in holes countersunk with used struts For 246 266 307 341 401 125 146 176 12mm hole 12mm hole 206/226 Section Ref Note: Note: 31 page see sections section proper angle length = overall length minus 24 all end cleat holes14mm , t to the urlin/rail systems urlin/rail p Alternatively . purlin/rail purlin/rail systems as shown on request. threaded rod . speed fix anti sag bar s o types of eaves strut are available as per detail o types of eaves strut are Tw ut ype required should be stated when ordering. ype required should be 3 Note: recommend end cleats are welded at We standard as angles pre-determined end cleats supplied bolted Refer to detail sheet shown. T eaves str eaves purlin eaves beams and bottom are fitted between the Eaves struts beam and additional suppor to give restraint to the eaves bottom purlin. type 2 type 1 eaves struts typical fixing section through eaves struts typical welded end connections type 22 Y R O W S 2 YINNER BA TS YEND BA T W 1 R O YINNER BA UPLIF ERAL SUPPOR T LA s YEND BA 0 R O W S YINNER BA YEND BA TE LOADS (kN) TIMA A N / 3 6 0 UL YINNER BA SP END BA Y D DEFLECTION A N / 1 8 0 YINNER BA SP DOWNLOA YEND BA D heavy end bay purlin bay end heavy L O A T. YINNER BA UL END BA Y ) BLE A YINNER BA L O A D S ( k N ALLOW END BA REF SECTION 44 AS 2/2010 detail A mid pointsuppor diagonal tiewires spans upto5.5mfibrecementcladding detail rail suppor spans upto6.1mmetalcladding rails A diagonal tiewires ts t detail B side rail systems rail side

10m metal cladding

7.5m fibre cement cladding detail B cladding or7.5mforfibrecementcladding. distance betweeneachrundoesnotexceed10mformetal Either waydiagonaltiesmustbespacedsothatthemaximum suppor the toptwolinesofrailsandworkdownbuildingsorail Alternatively diagonaltiescanbefittedateaveslevelbetween suppor up thesideofbuildingwithrailsandrailsuppor ensuring astraightlineisacheived,andprogressivelyworking can befixedasshownbetweenthebottomtwolinesofrail shown onthediagram.Wherediagonaltiewiresareused,they where theheightofstructuraleavesmemberexceedsthat structural eavesmemberforsuppor Diagonal tiewiresshouldbeusedwherethereisnotasuitable which willsuitmostconditions of asiderailsuppor The drawingsonthefollowingpagesshowtypicalapplications ts areintension. ts areincompression. 18mm Ø 5 t systemformidandthirdpointsuppor 25 78

45 ting thesiderailsystem,or

7 ts sotherail ts s 23 AS 2/2010 Ø . 18mm

. If an angle falls 54

ts are required.

75 40

up to a maximum of 60 72 then additional side rail suppor then additional side rail detail C Diagonal tie wire complete assembly consists of 2 standard wire complete assembly Diagonal tie 49 strand (7 x 7) galvanised steel galvanised brackets, length adjustable swaged connectors at either wire rope with fixed and a guaranteed breaking strain of 1.72 end. The wire rope has termination considerably stronger tonnes with a swaged on length and an angular movement There is a 75mm adjustment with a minimum of 20 below 20 length tment. detail C s * side side rail system echnical Depar diagonal tie wire rail supports spans over 6.1m up to 9m spans over 5.5m fibre cement cladding rails

detail A

7.5m fibre cement cladding cement fibre 7.5m 10m metal cladding metal 10m * Spans over 9m contact our T diagonal tie wires diagonal third point supportthird point see page 22 for calculating side rail support detail A 24 AS 2/2010 rafter stays/columnstays Alternatively leaveplainanduseT 14mm Øhole29mmfromendofpurlininbottomflangeonly thickness and75x2.0mmthickness. mild steel and cold roll formed into an angle section 45 x 45 x 2.0mm Cleader anglesaremanufacturedfrompre-hotdippedgalvanized cleader angles&rafterstays additional holesinpurlinscanbeaddedtosuitrequirements. Rafter staysarenormallyfixedtotheoutersleevehole,but thickness. steel andcoldrollformedintoananglesection45x2.0mm Rafter staysaremanufacturedfrompre-hotdippedgalvanizedmild 29 are the same diameter). same the are that note (but bolts assembly purlin suit to 18mm or 14mm either be can stays rafter in Holes 14mm Øhole to individualrequirements. Standard dimensionof25mmalternativelycanbepunched individual requirements. Dimensions tosuiteitherstandard sleevepunchingsor 29 Y U X Y V ekscrew attachments. dim holes in the stay the in holes both A 14 mm punched tosuitpurlin purlin/rail systems purlin/rail Ø

holes V X U T

A dim . cleader jointdetail section proper arrangements canbesuppliedtosuitindividualrequirements. Detail showstypicalAlbionSectionsconnections.Other dim. mm 75 45 A mm t 2 2 Kg/m wt 2.29 1.36 ties 64 lxx/lyy cm 16.80 3.52 4 cm lv 6.57 1.35 v 4 29 cm lu 27.02 5.68 u 4 Zxx/Zyy cm 3.04 1.07 3 25 25 AS 2/2010 25

, e m 25 y 478 686 790 790 958 1578 1258 1140 1140 1036

x e , When firewall When e m y C section achieve th To r 16 bolts must be must bolts 16 120 e bl sleeves and/or and/or sleeves used are slots M (18mm adopted holes) diameter Note: rail cleat x r 700 540 481 481 254 306 306 390 429 150 usti e washer washe x steel comb washe steel M16 nut & bolt achieve th To r e bl rail Note the slotted cleats are cleat firewall sleeve C section y structural steelwork must be r usti washer washe y 998 688 688 688 788 478 478 L 1456 1246 1100 steel comb washe steel ting the rails and cladding. C M16 nut & bolt . Note the slotted cleats are y structural steelwork must be x t cleats are required to achieve th ZED section 60 L ting the rails and cladding. C x . 639 534 461 410 150 255 255 255 305 150 31 y column 120 L C tant that all the fixing bolts are fitted with combustible tant that all the fixing bolts t cleats are required to achieve th y movement either the column fixing cleat or the rail is rail the or cleat fixing column the either movement y 60

x 31 ref . 401 341 307 266 146 176 206 226 246 125 section column Note: Eaves beams and primar fire protected when suppor Special rail suppor additional clearance between joints. sleeved system When an odd number of bays occurs with the this is catered for i.e. a sleeve position falls on the wider joint, sleeves as by a heavier gauge rail in this position or special shown in the table below refer to section dimensions and details on page 10 and 12 L firewall sleeve Zed section C supplied by others. Under fire conditions the side rails will expand. the side rails Under fire conditions It is impor conditions will collapse enabling washers which under fire expand. This prevents buckling of the movement for the rail to structure of the wall. side rail system and maintains necessar shown in the detail below with 62m slotted longitudinally as expansion. clearance to allow for firewall sleeve dimensions

For cleat detail see page 15 tant that all the fixing bolts are fitted with combustible tant that all the fixing bolts y movement either the column fixing cleat or the rail is rail the or cleat fixing column the either movement y Note: Eaves beams and primar fire protected when suppor Special rail suppor additional clearance between joints. sleeved system When an odd number of bays occurs with the this is catered for i.e. a sleeve position falls on the wider joint, sleeves as by a heavier gauge rail in this position or special shown in the table below supplied by others. Under fire conditions the side rails will expand. the side rails Under fire conditions It is impor conditions will collapse enabling washers which under fire expand. This prevents buckling of the movement for the rail to structure of the wall. side rail system and maintains necessar shown in the detail below with 62m slotted longitudinally as expansion. clearance to allow for Crs L 6 4 180 C 120 . , which (see page 15) Crs L 6 4 180 C 120 . , which (rails slotted) or 16mm d standard cleat rail rail systems standar sleeve y to include fire protection to y to include fire protection (rails slotted) or 16mm d s column centres standard cleat standar sleeve r slots 48mm x 18mm f Ø bolt y to include fire protection to y to include fire protection s length of rail = column centres – 62mm column centres dimensions) special sleeve if required (see table fo special cleat (FC) by others see page 15 r slots 48mm x 18mm f Ø bolt 62mm gap L 62 C length of rail = column centres – 62mm dimensions) special sleeve if required (see table fo tain applications it is necessar tain applications it is necessar special cleat (FC) by others see page 15 standard sleve firewall sleeve firewall cleat 62mm gap tification should be obtained from the cladding supplier tification should be obtained from the cladding columns, if they are fixed in between the columns then similar columns, if they are fixed in between the columns expansion. clearance is required, i.e. 31mm either end for The detail below shows the rail on the outside of the Note: The detail below shows the rail on the outside Note: Each individual rail section must be able to expand. single span butt arrangement (1m or more from relevant boundary) (1m or more firewall sleeve arrangement even bay sleeved arrangement even bay sleeved arrangement standard gauge lines In cer firewall restraint system restraint system firewall out on our rail system for four hours Although testing was carried is solely dependant on the type of the period of resistance and their construction and therefore cladding materials used cer some or all of the perimeter walls around a building. There are some or all of the perimeter cladding systems available today many fire resistant wall rail systems. attach to Zed or C Section achieved a four hour fire resistance. have been tested and have The side rail system with the fire resistant cladding system described below combined L 62 C tain applications it is necessar tain applications it is necessar 26

tification should be obtained from the cladding supplier tification should be obtained from the cladding

clearance is required, i.e. 31mm either end for expansion. clearance is required, i.e. 31mm either end for columns, if they are fixed in between the columns then similar columns, if they are fixed in between the columns The detail below shows the rail on the outside of the Note: The detail below shows the rail on the outside

Note: Each individual rail section must be able to expand.

single span butt arrangement (1m or more from relevant boundary) (1m or more

firewall sleeve arrangement even bay sleeved arrangement even bay sleeved arrangement lines gauge standard

cer cladding materials used and their construction and therefore cladding materials used the period of resistance is solely dependant on the type of the period of resistance In cer out on our rail system for four hours Although testing was carried firewall restraint system restraint system firewall have been tested and have achieved a four hour fire resistance. have been tested and have many fire resistant wall cladding systems available today many fire resistant wall some or all of the perimeter walls around a building. There are some or all of the perimeter rail systems. attach to Zed or C Section

described below combined with the fire resistant cladding system described below combined The side rail system TS S ROW 2 30 Cr 29 s TS 1 ROW 1 S ROW 2 UPLIFT (kN) ERAL SUPPOR 30 Cr 29 T s 0 ROWS 0 LA 1 ROW 1 T E L O A D S UPLIFT (kN) TIMA ERAL SUPPOR T AN/360 UL SP 0 ROWS 0 LA T E L O A D S AN/180 TIMA SP DEFLECTION AN/360 UL SP DOWNLOAD (kN) LOAD T. UL AN/180 SP DEFLECTION 3.000 DOWNLOAD (kN) LOAD T. UL 2.500 3.000 ) 2 2.000 2.500 ) 2 1.800 2.000 1.675 1.800 ABLE LOADINGS (kN/m PURLIN CENTRES IN METRES 1.500 double span butt-jointed purlin butt-jointed span double ALLOW 1.675 ABLE LOADINGS (kN/m PURLIN CENTRES IN METRES 1.375 1.500 double span butt-jointed purlin butt-jointed span double ALLOW 1.000 1.375 kN UDL 1.000 REF N SECTIO kN UDL REF 40 N SECTIO 40 AS 2/2010 use ofver use ofhorizontalandver shows twosystemswhichcaterforindividualformsofcladdingused. can provideaneffectiveandversatilemethodofsuppor versatility intheuseofprofiledsheeting.AlbionSectionsrailsandfittings Horizontally fixedcladdingprovidesthearchitectwithincreased horizontal claddingsystems C L stanchion mid spanorthirdpointsasrequired ve ical railsfix rt tical rails str ut ed asopposingpairsstrutsat tical rails str ut C L t. Thefollowing stanchion

structural members rail systems rail fixed andalsoactsasasiderailsuppor gives aver rails arespacedatnomorethan2mcentres.Thismethod loads forthesystemsmaybeusedprovidedthatver tables, i.e.sleeved,buttedordoublespan.Thesafeworking The horizontalrailscanbeselectedfromtherelevantload horizontal cladding. ver The diagramshowsatypicalmethodofhorizontaland use ofhorizontalandver Where height exceeds 6m consult our T ver structural railsuppor If heighttoeavesexceedsavailable railcapacityadditional tables. ver pairs atmidorthirdpoints(dependantonspan).The as opposingpairsandsiderailsuppor structural topandbottommember This methodemploysver use ofver Details shownarediagramaticonl additional diagonaltiewiresmayberequired. If fourormorerowsofver Note: Cleats are fabricated from 3mm thick galvanized mild steel. hole patternsandspotweldedtover Fixing cleatstover horizontal railscanbeeitherzedorchannelsections. tical railconstructiontoaccommodatethefixingof tical railsystemused. tical railsshouldbeselectedfromthesinglespanload tical membertowhichthehorizontalcladdingis tical rails ts shouldbeprovidedorhorizontal and tical railscanbepre-fabricatedtosui tical railsspanningbetween tical railsareusedperbay . Therailsshouldbefixed y, tical rails bothver tical railsonrequest. ts fixedbetweenthe echnical Depar t. tical and a tment. tical t 27 39 AS 2/2010 See page 30 for cleat dimensions cleat for 30 page See rail rail systems ' denotes channel sections with web as sheeting face as sheeting web with sections channel ' denotes H

ote: N 28 10

AS 2/2010 option 2:useofcladdingjointrail Note: support(C section) I y ntermediatecladding 115 Maximum length of section for cladding joint rail 3m . rail joint cladding for section of length Maximum 15 claddingjoints are remote from the columns Claddingjoint rails are used when the vertical x 140 arelocated at the column position whenvertical joints to horizontal cladding systems We recommend that channel joint rails are used Yc 20 Claddingjoint rail 50 Xc rail systems rail section proper section proper capacity UDL(kN) cladding jointrailworkingload capacity UDL(kN) cladding jointrailworkingload refernce refernce CJR 2.0 CJR 1.6 CJR 2.0 CJR 1.6 refernce refernce CJR 2.0 CJR 1.6 CJR 2.0 CJR 1.6 Note: weight weight kg/m kg/m 5.18 4.16 5.18 4.16 210.75 170.52 210.75 170.52 6 has been applied been has 1 .6 of factor load a 2 . span/150 restriction Deflection 1 . Ixx Ixx cm cm ties (claddingjointrailsection) ties (claddingjointrailsection) 4 4 87.48 70.92 87.48 70.92 22.07 16.07 22.07 16.07 cm cm Iyy Iyy 1.0 1.0 4 4 horizontal railcentresinmeter horizontal railcentresinmeter 31.21 31.20 31.21 31.20 14.72 10.71 14.72 10.71 mm mm 1.5 1.5 Xc Xc 82.72 82.70 82.72 82.70 11.04 11.04 Channeljoint rail 8.03 8.03 mm mm 2.0 2.0 Yc Yc kN-m kN-m 4.41 3.21 4.41 3.21 8.83 6.43 8.83 6.43 Mcy Mcy 2.5 2.5 s s kN-m kN-m 8.15 5.81 8.15 5.81 Mcx Mcx 7.36 5.36 7.36 5.36 3.0 3.0 29 AS 2/2010 *65mm up to 226 section 115mm thereafter * 25 115 SWC 115 18mm wide x 27mm long slot hole to cleat standard gauge line 20 cladding face 25 125 35 20 75 40 43 95 vertical rail assemblies 25 65 Slots 18 x 27 mm SWC 65 25 20 75 35 20 75 40 43 95 standard weld on cleats Vertical rail cleats Vertical are provided with slot holes to enable 'lining up' of side rail system 30 AS 2/2010 Plate thickness6mm. enable connectionstobemadever When usingcounter *packing plate required. standard gaugelines,toaccommodateflushfixingfacewhen All channelsectionscanbepunchedwithcounter counter 25 *to suitstandard gauge lines door trimmersandposts window trimmer and door posts door and trimmer window M16 nut&bolt formed holes are usedinthestrutendcleat. application ensure18mmdia.holes Where siderailstrutsareusedinthis * formed holesapackingplateisrequiredto cleat packing plat (Available 18mm diameter only) diameter (Available18mm 25 tical suppor e * ts. formed holeson 38 60 to ver Pierced tosuitrelevantgaugelines.Boltedorspotwelded T connections areasshown. trimmers anddoorframing.Detailsoftypicalapplications Albion channelsectionsaresuitableforuseaswindow Other cleatscanbefabricatedtorequiredspecification. Examples ofendcleattypesavailable. rimmer cleatssuppor type type fixing cleatsarenotsatisfactor Non-standard fixingcleats-wherestandard type cleat Standard fixing tical channel. 3 2 1 t manufacturedfrom3mmmaterial. rails to fixhorizontal gauge lines rails boltedtostandard to fixhorizontal spot weldedorbolte to fixver cleat dimensionstosuitrailsize spot weldedonl to fixver intermediate ver jointing railor outer faceofcladding spot weldedto rails to fixhorizontal tical rail tical rail if required 18 x27mmslots Holes maybe y. s y s d tical rail 31 AS 2/2010 , and t t ru ther information. ts can be used to hang from ts can be used to hang es st es eav side rail suppor rail side , depending on design criteria such ts acting as struts at mid or third tment for fur . If the rails are being hung from a cold Where there is only one row of rails to the side of the Where there is only one Note: suppor building, special side rail the eaves member be checked for rolled eaves beam then the capacity needs to 4m and above extra load. Eaves struts are required on spans weight and to resist twisting from combined loads of gutter wind. Eaves beams can be fixed as shown in typical corner detail can be fixed as shown Eaves beams when inside the stanchion stanchion, or alternatively outside the flush. In either case a minimum the cladding needs to be 6mm between eaves beams outside clearance is required of end when fitted inside. Load tables stanchions and 3mm each purlin and eaves beam capacity should be consulted for ie mid span or third points. eaves strut requirements, When gutter straps are fitted to the top flange of eaves purlin When gutter straps are fitted to the top flange torsion. In additional bracing is required to prevent excessive most cases side rail suppor points are sufficient, however as size of gutter and distance from eaves purlin additional bracing may be required utilising diagonal tie wires. Please contact our design depar ts t eaves strut eaves strut side rail suppor side rail suppor rail side eaves eaves beams/gutter detail eaves others ved eaves with concealed with eaves ved es beam cleat beam cleat supplied by eav supplied by others typical concealed eaves gutter detail typical concealed eaves gutter typical exposed eaves gutter detail eaves typical exposed typical cur typical gutter detail 2 1 3 32 AS 2/2010 mezzanine floors ver tical sheetingrails Highlighted below are various applications showing the growing use of C sections within the building industr building the within sections C of use growing the showing applications various are below Highlighted channel systems channel suspended ceilingsystem brickwork restraints y. 33 AS 2/2010

2.0

5.84 64

1.8

6.49 2.4 ixings would need need would ixings 1.5 F 7.79 double spanning he working loads noted noted loads he working to be checked separately. to be checked T section main to the apply only. 3 120° cm Zxx 5.13 1.0 11.7 2.0 2.15 36 30° 66.1 86.0 99.8 106 4 lxx cm 16.57 1.8 2.9 2.0 5.84 1.5 5.0 1.8 6.49 2 safe working loads (pressure or suction) (Kn) Safe working loads are noted below for given span conditions and centres of horizontal rails . A load factor of 1 .4 is used (wind loads) and limiting deflection of L/150 . 1.0 single spanning 12.0 1.5 cm 2.94 7.79 Area ties double spanning 3 cm Zxx 5.13 1.0 11.7 2.31 Kg/m Weight 2.0 section proper section 2.15 4 lxx cm 16.57 1.8 2.9 top top hat profile 1.5 5.0 2 1.0 single spanning 12.0 cm 2.94 Area ties 2.31 Kg/m Weight section proper Albion Top Hat profileAlbion sectionTop is designed to span between horizontal cladding rails and provide intermediate support to horizontally spanning cladding . panels Manufactured from pre-galvanised steel strip, grade S450, with a Z275 galvanised coating . Hat is The provided Top in 1 .5mm thickness, and in standard lengths of 4m . 34 AS 2/2010 *including panel sheet * profile 6 * profile 6 s m profile 6 standard six steel linerpanels steel cladding are fibre cement/asbestos(doubleskin) slate rooftiles fibre cement/asbestos(singleskin) w 600 x300 500 x250 400 x200 c tandard t t oncrete eights hicknes hicknes 0.40 0.45 0.70 0.60 0.55 0.50 0.40 0.30 mm mm ’a laid‘ s show s s thre insulation tile * e n s & batten s K K K K K g/m g/m g/m 6 1 2 2 2 3 3 1 1 1 4.60 4.00 g/m g/m 7.0 9.9 0.3 0.6 7.8 2.0 0.0 7.0 6.0 4.7 7. 6. 5. 4. 3. 3. 1 2 5 8 6 1 2 2 2 2 2 0 8 8 4 0 0 0 0 0 0 cladding material weights material cladding Kn/m Kn/m Kn/m Kn/m Kn/m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .04 .04 .07 .06 .05 .04 .03 .03 .67 .19 .19 .20 .27 .31 .29 .16 .15 .14 2 2 2 2 2 6 0 0 1 4 7 5 0 0 6 9 2 3 4 5 7 7 5 over purlinlinings f fibre boar plaster boar plaster board aeroliner aeroliner glass wool glass wool al steel steel steel aluminium composite cladding non-restraining cladding ibre t uminiu hicknes s s s 0.70 0.70 0.55 0.55 1.20 0.90 0.70 0.55 mm mm mm mm heet heet heet i nsulating m s d d b oar d Kg/m 4.07 3.05 2.37 1.86 t hicknes foam mm mm 0. 0. 0. 0. 46 28 46 28 2 9 8 7 6 t s hicknes mm 10 12 12 10 50 30 80 60 s Kn/m 0 0 0 0 .04 .03 .02 .01 Kg/m Kg/m 2 1 1 1 0 0 4 9 7. 3. 9. 8. 9.67 1.6 1.0 0.3 Kg/m 5 2 1 0 2 2 1 5 2 0 7.85 4.38 8.26 2.20 1.55 0.90 0.70 1.2 2 2 Kn/m Kn/m Kn/m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .07 .04 .11 .08 .02 .03 .11 .01 .09 .10 .00 .08 .10 .00 .06 .09 2 2 2 7 3 0 7 2 5 5 6 1 9 9 0 1 7 9 5 35 AS 2/2010

Sigma Purlins The Sigma purlin has been developed to provide on efficient purlin system both in strength/weight ratio and requirement for accessories (sleeves, sag rods etc) . This brochure provides detailed information on section dimensions and properties, typical system details and load/span tables . Design in accordance with BS EN: 1993-1-3:2006 . ables To be To or contact us for a hard copy . . T further information on Albion Albion Products purlin, rail and eaves beam systems beam eaves and rail purlin, Brochures Brochures are available for download at www.albionsections.co.uk Structural Framing Systems: External Walling This brochure provides information for the Engineer or Specifier on Albion's stud and track range . Section properties, typical system details and load/span tables are included . Typical applications of the system are external cladding support and internal partitions . Section Properties and Load For thisEngineer brochureor providesSpecifier, section properties for Albion's range of zed, cee and eaves beam profiles based on S450 material . Also load span tables for read in conjunction with the Technical Manual Technical the with conjunction in read 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. NorthERn Ireland Albion road, Unit 1, Rathdown Road, West Bromwich, Lissue Industrial Estate, West Midlands. Lisburn, County Antrim. B70 8BD BT28 2RE Tel: +44 (0) 121 553 1877 Fax Sales/General: +44 (0) 121 553 5507 Email: [email protected] www.albionsections.co.uk