STRUCTURAL PRODUCT Galvanised C & Z PurlinsANIVA C and Z sections are rol formed from high tensile zinc-coated steel. The cold rool forming process used in the manufacture of these sections ensures a high degree of consistency and accuracy in dimensions of the formed sections, Both the C and Z sections are availabe in 7 sizes of 100,125, 150, 175,200,250 and 300mm with base steel thickness of 1,6,2.0,? 5 and 3 Onn. The sections are supplied cut to length and pre-punched. The zine-coated finish eliminates the need for painting and the erected sections require minimal mainte nance throughout the life of the building. The sections also provide efficient light weght. economical roofing and cladding support for framed structures. MATERIAL SPECIFICATION role it [ol 3 The following tolerances apply t0 aN 22) both AJIYA C and Z sections Material Thickness : 1.6mm, 2.0mm, 2.5mm, 3.0mm Depth Steel Grade JIS G3302, Grade G450 ie Yield Stress lin 450MPa eicie(Cences! Coating Mass 12 = 227 (120-275g/m?) Thickness AJIYA GALVANISED STEEL C SECTIONS Dimensions and Properties ‘The C-sectons are normally Used a simply supported. Sections of suficint length may aso be used continuously over? oF more spans © reduce deflection FOUR-BOLT CLEAT RAFTER OR STEEL FRAME Table 1 -C SECTIONS ~ DIMENSIONS & PROPERTIES ‘Second Moment Radius of | Torsional Puriin Type. Dimension Mass Per of Area | Section Modulus | Gyration | _Constant asciooi6 | ior] si[ 14] 16 | i70| 345 | 282 os7 | oi2 | t2 | 36 | 407/197] 294 026 ASC 10020 [1o2| si | 4 [20 /169| 424[ 348 69 | aia | 136 | 42 | 404[ 194] 565] 031 asc 12516 [127 | si | 15 | 16 [156| 3e8 | 3.08 o96 | 03 | isi | 38 | 49a) ia) 331[ 044 Asc 1250 [127 | si | 15 [20/156] 478| 383 ti [oie [tea | 45 | 494] 183) 637) 052 ASC 12525 [127 | si | 15 | 25 |156| 391 | 478 14 [ois [2s | 54 | 492] iai|ias2| 06! Asc 15016 | 152 e416 | 16/193] 473| 3.85 im [025 [26 | 57 | ¢02[ 232) 404) 1.16 Asc 15020 [152 | e416 | 20/193] sea | 479 209 | 031 | 7s | 68 | 599/229 79] 1.38 Asc 15005 | 1s2 |e | 16 | 25]193| m4] 597 257 | 037 | 338 | a3 | 596] 227] 1508] 1.66 Asc i7sié [175 | 74] 16 | 16/216] 539 | 444 260 | 038 [297 | 72 | 694| 264] 460 2.20 ASC 17520 | 175 | 74] 16 | 20] 21.6] 670 | 553 321 | 046 | 367 | 88 | 692|262| 693] 2.67 Asc 17525 | 175 | 74| 16 | 25|216| 931 | 689% 395 | 056 | 452 | 107 | 489[259| 1732] 3.22 ‘Asc 20016 | 203 | 74| 16 | 16 [20.1 | 587 | 4.66 370 | 04 [364 [74 | 794/261 soil 3.10 ‘Asc 20020 | 203 [74] 16 | 20 [200 726 | 5.80 453 | 048 | 447 | 09 | 790258 968| 3.72 ‘ASC 20025 [203 | 74] 16] 25] 200] 901 | 7.22 sso | 059 | 55.1 | 109 | 7aa|255|1e7e| 4.49 ‘ASC 20030 | 203 [74 | 16 | 30] 20.1 | 1074 | a65 662 | 069 | 652 | 127 | 7a5[253|3m3] 5.20 ‘ASC 25020 | 254 | 75 | 20 | 20} 192| ast | 679 aor [ose | 630 | 105 | 970/263 | 1135| 7.29 ‘ASC 25025 | 254 | 75 | 20 | 25] 9.1 [1054 | 946 9a | a7 | 73 | 127 | 965[259|2196| a7 ‘Asc 25030 [254 [75 | 20] 30} i9.1 [1257 {10.13 | 116 | 03 | 917 | 148 | 962] 257/377] lola ‘ASC 30020 | 300 | 95 | 20 | 20 | 39/1023 | 831 1369 [tio [913 | 155 [iis7 [328] 1365] 1863 ASC 30025 [300 [95 | 20 | 25 [238/129 [1035 [i6es [134 | 1123 | 188 [1152] 325] 264] 2245, asc 30030 [300 [95 [20 [30 }aaelisis[ 1239 | 2002 | 188 | 1334 | 221 [1149] 322] 4546] 2626 (NE Note: 2.5mm & 3.0num based ste thicknes subject to meteril elaAJIYA GALVANISED STEEL Z SECTIONS Dimensions and Properties The Z sections are all roll formed with one broad and one narrow flange. These flanges are proportioned so that two sections ofthe same size, when one is rotated 180°, can be end lapped. These lappings ofthe Z sections over interior supports of muli-bay buildings produce a structurally continuous line of puri or glrts throughout the length ofthe building. The dual thickness of material over the interior supports Increases the capacky ofthe sections to resist bending moments as wel at improving the load capacity and stifines of the system, excision, RSE iL Fable 2-7 SECTIONS ~ DIMENSIONS & PROPERTIES Second Moment Radius of | Terional Partin Type Dimeston as Per ct Ares | Section Modulus ion | Constant Sate Le| sa] 282 asy [oa | ios | 41 | a7] as] 2] om Z 1000 | 102 | 53 | 48 20] 419] 346. oss | om | 120. 403 [240 | ssa| 039 lasziasie [127 | sea Le | 38 [3.08 as6 | on | tae 7 [pel sit oy fasz 12520 [ior | sa | a 20] 95 | 363 his [026 [177 3 [23/3] oe zs | a7 | 34] 8 25 | ss] 478 14s [om 22 423 [232 [241 | 004 laszisoie | 152 | 6s | 60 Le| aera tee ox [217 CE aE fasz ison0 [152 | 66 | 60 20] sa] 479 203 | 04s | 262 336 [283 763] 171 fasz_isons [152 | 66] 60 25710] 97, 250 | ose | 22 393 | 280 | va7e | 205 laszrrsie [175 [76 70 Le [sis [aa 255 | ose | ane | 79 | o92[a30| ass| 209 sz 1730 [175 | 76] 70 zo| es | 553 ais [on | 3s« | 97 | ool sa7| oa] 351 fasz.ivsas [irs |e] yo] 16 25 [on | a0 3a | oss | 06 | ne | 7] m4 [ia | 4m laszaooie [203 | “7e| 2] ie[ te | sw | age | 73 [om [361 | a5 | 95 | s30| sos] aa faszaoox0 [03 | “7e| 72 i6| 20| 7 | se0 | asa | 076 | 440 | 101 | 790] 324] 909] 525 sz 20035 | 203 | re[ ma 16 [25 [902] 720 559 | 093 | 54 | 123 | var [321 [a7 | 038 sz 20030 | 203 | 78| m2] _16| 30 | 1075 | 005 ee [tos [2 [ae | mas [air [ame | 736. lasz2s0n0 [254] 79 | 7a] 16 20| eat | 679 791 | oa | a8 | 107] 970 [aia [iim | 939 fasz2sms [254 | 79| 74] 16 25 | i057 | 046 ses | oss | 749 | 8 | 964 | 08 [tei | tho sz2so0 | as4| 79) m4| te 30 ps7] 003 | ai_| a oe8 | 150 | 960 [sn4 [372] 1288 lasz:soox0 | 300 | 1o4 | 9¢[ 2320] ios | 031 | 43 | 195 | 93.1 | 194 {114s | «a1 | 1402 | 3024 fasz soars | s00 | 104 [94] 23 [ 25 [1300 038 | 179 | 235 | 140 | 234 [ise [aps |o707 | 2426 sz 30030 | 300 | 104| 94] 23 | 301552] 1239 | 2071 | 276 | 8s | 275 [uss [a2 [esr | ae QUICK SELECTION TABLES ‘The following purin selection tables for roofing application provide an easy reference for selecting the appropriate pura sizes able 8-PURLIN SELECTION TABLE “Fable ¢-PURLIN SELECTION TABLE (Sea aa eg ag | RR [nag] IST Serves Lond = 025 MN) om) [120mm | 1500mm | 800mm | 2100mm [lea eee rma ene eats io wae [toe tse —] [mm | 1200mm | 1500mm | 1800mm | 2100 ss a | oe sao] as [eta tse — test — oe oe or se ws ste vs fie 17520 17520 7000 ‘son 17520, 17520, 17525 7000, Se 20020 20025 20025 00 |S aoe [tones Tso | namo | ames | Sas — coos as wo | aes Teno emo | mom [282s | ass [ae 0 —| ao —| Ss —| ns | os 20 | 2000 200s 25020 2500 100007 25030 ‘0020 | 30025 30025, toon [eno] | sees | ss a {1000 35000 Jes “30025 20008 ROOF DECKING AJIYA C1710 - CUP 'n' LOCKING SYSTEM ita 505 —| “nas —| res —| ono Siegienaeene = 12900 —| 0020 30025 30030. 0030 ‘Saem ae nntaon oot kg 10" Sano ATTA CIO“ Cw oon Seorcaect hn satorme aie Gries gris ae Fic a "Noe:-Al puri shal have one Bridging ot midspan exept for hoe In the shaded area where two Biggar provide at 1/3 and 23 spans between supportsAliya Galvanised Steel C and Z. sections are normally supplied with standard pre-punched elongated or round holes, PRE DRT) Corporate Head Office & Factory eater en Peon ‘Standard round punched Size available; hole 14mm, 216mm, 218mm, 022mm, _ ete ero ee Standard elongated a te De et punched hole + rE (Hole equally spaced 5 tal cs above and below centre | line) 435 + mm Applicable to: \ “s100serles Pera Standard punched 4 Oo | ELEN ea sansa hole arangement \ min : Somm / ae O fa “ooserles ee ae “as0serles -200series Mentakab Office & Factory ramets ait Taman Perindustrian Temerloh, Pee eer SESEy err TE ROG en CL ey eerste om ay x ooo Cet eer . I econ yer) ] 4 Creare Ireis) i\ w oY Sena 4 er _ RCRD Tne 1 18mm Boren nen ZPurins ZGins ZGiew ret Lapped Standard Mode (Optional Mode Parenti : ya Coins Partin Coires Standard Mode ‘Optional Mode TO BUILD RYE Seep ont Peov AVIS TOGETHER