LysaghtZedCeesPart1v2Aug2010

5/22/2018 LysaghtZedCeesPart1v2Aug2010

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Users GuideZeds & Cees PurlinsPurlins & girts structural sections

Used in commerci nd domestic ppictions

Economic, itweit terntive to timberpurins & irts

Quic nd es to inst usin stndrd met

fasteners

Zeds cn be pped, eimintin te time-

consumin process of cuttin to ent

Consistent stritness simpifies inment


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Contents

General data 4

LYSAGHT Zeds & Cees 6

LYSAGHT Fascia purlins 8

HOOK-LOKII bridging system 9

LYSAGHT Series 300 and 350 bridging system 12

Purlin & girt accessories 13

Typical assemblies 14

Holes and cleats 17

Design notes for capacity tables 19

Limit state capacity tables 22

Single spans 22

Double continuous spans 28

Double lapped spans 32

Three continuous spans 40

Three lapped spans 43

Four continuous spans 53

Four lapped spans 54

Cantilever spans 62

Limit state capacity tables & product information

UsingLYSAGHTZeds & Cees for purlins & girts

Warranty

BueScope Lst s number of compreensive product

wrrnties tt cover not on te corrosion performnce of te

mteri but so te structur nd servicebiit performnce of

wide rne of products. BueScope Lst cn bc teir products

wit over 150 ers experience nd credibiit. Te lySaghT brnd

is wide reconised s settin te bencmr on quit products,

nd is trusted nd respected b our customers nd competitors

ntionwide.

Tis trdition of wrrnt protection is now vibe on te new

range of lySaghTpurin proes. Tis wrrnt compiments te

wrrnties vibe for te lySaghT roof nd w cddin proes

tt re common xed to te purins.

appiction for purin wrrnt must be oded on our lySaghT

Zed& Cee Request For Wrrnt form, vibe b contctin

te nerest BueScope Lst Service Centre. Te wrrnt is

vibe subject to ppiction nd project size.

Furter to tis wrrnt offer, Industri gvnisers (in conjunction

wit BueScope Lst) ve deveoped te PermPurlin forppictions of reter ife requirements, more exposed situtions

or ier corrosive environments. Industri gvnisers use te

BueScope Lst rne of purins to mnufcture te Perm

Purin rne of purins.

appiction for wrrnt must be oded trou Industri

gvnisers on teir Request for Perm Purin Cotin

Performnce Wrrnt form, vibe b contctin te nerest

Industri gvnisers Service Centre. Te wrrnt is vibe

subject to ppiction nd te period of wrrnt is subject to te

buidin ppiction nd exposure.

Disclaimer and limitation of liability

Tis pubiction is intended to be n id for fbrictors, detiers

nd profession enineers nd is not substitute for profession

judment.

Except to te extent to wic ibiit m not wfu be excuded

or imited, BueScope Stee limited, trdin s BueScope Lst,

wi not be under or incur n ibiit to ou for n direct or

indirect oss or dme (incudin, witout imittion, consequenti

oss or dme, suc s oss of prot or nticipted prot, oss

of dt, oss of use, dme to oodwi nd oss due to de)

owever cused (incudin, witout imittion, brec of contrct,

neience nd/or brec of sttute), wic ou m suffer or incurin connection wit tis pubiction or te icensed softwre.


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Background

Pursuin te commitment of BueScope Lstto constantimprovement, tis edition of lySaghT Zeds nd Cees Users guiderefects te move to imit stte desin principes.

Since 1987, in conjunction wit te Universit of Sdne, we veintensive reserced te beviour of purin nd irt sstemsusin te vcuum test ri t te Universit, wic is te on oneof its tpe in austri nd te rest in te word. In our NaTa-reistered bortor we ve tested fu-sce purin nd irtsstems on sine, doube nd pped continuous confiurtions forbot inwrd nd outwrd odin.

It s been possibe to in sound understndin of teirbeviour. Tis nowede ows us to remin t te forefront oftecnoo, in austri nd overses.

Since te st edition of tis mnu, te resuts of tis reserc sbeen used in te deveopment of aS/NZS 4600: 1996 Cod-formedstee structures. New softwre s been deveoped for te desinof lySaghT Zed nd Cee purins.

Tis mnu incorportes te woe rne of lySaghT purins ndirts in muc wider rne of spnnin nd bridin confiurtionstn before. Tere s so been rtionistion of cotin mss.

Te dt is intended for specifiers, enineers, buiders nd erectorsfor te specifiction, detiin nd erection of lySaghT purin

nd irt sstems. Incuded re detis of mteri specifictions,dimensions, pcin, store, oes, nd bridin oction; toeterwit imit stte cpcit tbes.

Product coding

a prefix etter for te section spe,nd number indictin te sectiondept in miimetres desintesprofies. For exmpe Z250, or C250;or, were reference is mde to botsections of iven size, Z/C250.

NOTE: Not purins re vibe in Sttes.

Lysaght products detailed in this manual

Product UseCode

prefix


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lySaghT Zed nd Cee sections re ccurte ro-formed from i-

strent zinc-coted stee to provide n efficient, itweit, economic

roofin nd cddin support sstem for frmed structures.

Te sstem, wic incudes hOOk-lOk II bridin, Series 300 nd 350

bridin, nd compreensive rne of ccessories, is suppied red for

erection.

Applications

lySaghT Zed sections m be used over sine spns, pped continuous

nd unpped continuous spns in muti-b buidins. lpped continuous

spns resut in considerbe cpcit increse in te sstem.

lySaghT Cee sections m be used in sine spns nd unpped

continuous spns in muti-b buidins. Cee sections re ide s

eve purins or were compct sections re required for detiin. Cee

sections cnnot be pped.

Range of products & services

Our wide rne incudes:

a fu rne of lySaghT Zeds nd Cees;

a fu rne of lySaghT Zeds nd Cees wit downturned-ip;

Section sizes from 100mm to 350mm;

Tecnic informtion for cetess connections (see Desin notes for

cpcit tbes);

hOOk-lOk II bridin sstems;

Botin sstems to suit project needs;

Te Buescope Lst corrosion wrrnt;

advice on improvin te ife expectnc of purin sstems in corrosive

environments;

access to ntion networ of experienced enineers.

Performance

In ccordnce wit te provisions of aS/aNZ 4600:1996 Cod-formed stee

structures, od cpcities ve been ccuted for lySaghTsections

usin pproved lySaghT bridin sstems, botin nd oter ccessories.

Sections cosen usin te dt provided in te tbes wi perform s

specified wen te desin, fbriction nd erection re crried out in

ccordnce wit Buescope Lst recommendtions nd ccepted

buidin prctice.

Non-standard sections

We cn supp wide rne of non-stndrd sizes (up to 350mm) nd

spes, incudin Cees nd Zeds wit downturned ipte Zeds cn so

be mde to p. Non-stndrd sections re not stoced in ever reion.

Corrosion warranty

lySaghTpurins nd irts re mnufctured from galVaSPaNstee.

Subject to desin, oction nd intended use, te re covered b te

BueScope Lstcorrosion wrrnt.

Corrosion protection & material compatibility

Some buidin mteris nd environment conditions cn be detriment

foegna

lanimoN

noitces

)mm(ezis

TMB

)mm(

001 9.1,5.1,2.1,0.1

051 4.2,9.1,5.1,2.1002 4.2,9.1,5.1

052 4.2,9.1

003 0.3,4.2

053 0.3

General data for Zed and Cee Sections


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to coted stee products. Tese incude contct wit or exposure to run-

off from:

industri, ricutur, mrine or oter ressive tmosperic

conditions;

incomptibe mets, ie ed or copper;

buidin mteris subject to cces of drness nd wetness, or wic

ve excessive moisture content suc s improper sesoned timber.

mteris wic ve been treted wit preservtives, ie CCa or

tnit-treted timber.

a zinc cotin of Z350 (350 /m2minimum cotin mss) is te stndrd

cotin css provided wit lySaghT Zed nd Cee sections. Tis wi

provide on nd troube-free ife. for encosed buidins nd open-

sided rur buidins, in non-ressive environment.

a non-ressive environment is 1000m from rou surf, 750m from

industri emission nd fossi fue combustion, nd 300m from cm

st wters. Considertion must be iven to te nture of ctivities

performed witin te buidin.

For more severe corrosive environments Z450 (450 /m2minimum

cotin mss) wi be required. Tis evier cotin mss wi be vibe

in speci circumstnces nd is subject to minimum order quntit nd

extended ed times.Direct contct of incomptibe mteris wit te cotin must be

voided.

In suc ppictions, nd in ver corrosive environments, suitbe pint

sstems cn be obtined from pint mnufcturers: ou cn see dvice

from our Informtion line.

In ppictions were prticur ttention is required for corrosion, or

te buidup of substnces ie dust or rin, ten considertion soud

be iven to te spe of te sections (eiter Zed, or Cee, or Zed wit

downturned ip); orienttion of te sections; nd cotin css. Furter

informtion is vibe from our nerest Buescope lst Service

Centre.

Available lengths

lySaghTpurins re vibe custom-cut in n trnsportbe ent,owever tere re some imittions.

For minimum ents, nd ents over 12000mm, contct our nerest

BueScope Lstoffice.

For norm deiveries nomin ents soud not exceed 12000mm.

lents reter tn 12000mm require speci trnsporttion nd

Further information is available from www.lysaght.com, our

Steel Direct Information Service on1800 641 417or the localBluescope Lysaght Service Centre.

Bolt specification

onitacificepstloB

91032PF,052,002,051,001)8.8edarg(htgnertshgihro)6.4edarg(dradnats

053,003)8.8edarg(htgnertshgihro)6.4edarg(dradnats

Nominal section size (mm)

Tighten all bolts to 55 Nm torque.

on-site ndin fciities. lw restricts te ours of trnsporttion nd

permits m be required in some sttes. lents reter tn 19500mm

require speci trnsporttion permit.

Te mximum ent of te Fsci Purin FP23019 is 15000mm.

lent toernce for sections is 5mm.

Packing

lySaghT Zed nd Cee sections re deivered in strpped bundes. Te

ctu quntit in ec bunde wi vr wit section size, order nd

ent. Te bunde mss is ener pproximte one tonne.

BueScope Lstccessories re deivered in strpped or wiredbundes, bs, or pces s pproprite.

Storage on-site

If not required for immedite use, sections soud be net stced off

te round nd on sit sope so tt wter cn drin w. Sections

nd ccessories soud not be eft exposed in te open for extended

periods.

Ordering

To me orderin of te fu purin nd irt sstem esier, ever

BueScope LstSes Office s order pds vibe on request.

Material specificationslySaghT Zed nd Cee sections re ro-formed from galVaSPaN

stee compin wit aS13971993. In te rdes sown, te number

prefixed wit g indictes minimum ied stress in MP; nd te number

prefixed wit Z indictes minimum cotin mss in /m2.

1.0 mm BMT: g550, Z350*

1.2 mm BMT: g500, Z350*

1.5, 1.9, 2.4 nd 3.0 mm BMT: g450, Z350*

* a BMTs in Townsvie ve Z450 cotin.


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LYSAGHTZed sections

lySaghT Zed sections feture one brod nd one nrrow fne, sized

so tt two sections of te sme size fit toeter snu, min tem

suitbe for ppin.

Continuous ents of purin resut in better econom, but ppin

provides two ticnesses of met over interior supports. lppin

increses te strent of te sections were bendin moments nd

ser re t mximum, tus improvin te od cpcit nd riidit of

te sstem.

lySaghT Zed sections of te sme dept nd different ticnesses cn

be pped in n combintion.

lySaghT Zed sections m so be used over simpe spns. For sorter

spns te m be used continuous over two or more spns witout

pstus producin reduced defection compred wit simpe spns

but it does not ive te strent of fu pped sstem.

lySaghT Zed sections wit one ip turned outwrd (ced downturnedip purins) m be used in simpe or continuous spns wit te ends

butted.

Tpic ssembies re sown ter in tis mnu.

LYSAGHT Cee sections

lySaghT Cee sections ve equ fnes nd re suitbe for simp

supported spns. For sorter spns te m be used continuous

over two or more spns wit te ends butted, tus producin reduced

defection compred wit simpe spns. Te cnnot be pped.

Tpic ssembies re sown ter in tis mnu.

seeC&sdeZfosnoisnemiDsdeZ seeC

eugolataCrebmun

tmm

Dmm

repssaMhtgneltinu

m/gk

Emm

Fmm

Lmm

Bmm

Lmm

01001C/Z 0.1 201 87.1 35 94 5.21 15 5.21

21001C/Z 2.1 201 01.2 35 94 5.21 15 5.21

51001C/Z 5.1 201 26.2 35 94 5.31 15 5.31

91001C/Z 9.1 201 92.3 35 94 5.41 15 5.41

21051C/Z 2.1 251 98.2 56 16 5.51 46 5.41

51051C/Z 5.1 251 95.3 56 16 5.61 46 5.51

91051C/Z 9.1 251 15.4 56 16 5.71 46 5.61

42051C/Z 4.2 251 07.5 66 06 5.91 46 5.81

51002C/Z 5.1 302 94.4 97 47 0.51 67 5.51

91002C/Z 9.1 302 47.5 97 47 5.81 67 0.91

42002C/Z 4.2 302 42.7 97 37 5.12 67 0.12

91052C/Z 9.1 452 05.6 97 47 0.81 67 5.81

42052C/Z 4.2 452 61.8 97 37 0.12 67 5.02

42003C/Z 4.2 003 90.01 001 39 0.72 69 5.72

03003C/Z 0.3 003 67.21 001 39 0.13 69 5.13

03053C/Z 0.3 053 32.51 921 121 0.03 521 0.03

F

y y'

L

t

R5

x

x' D

D/2

L

E

y' y

x

x'

Shearcentre Centre of

gravity

R5

y

x

xo

B

x

_x

t

D

D/2

L

x and y axes coincide withx' and y' axes respectively

L

'

'

'

'

Zed section

Cee section

Zed and Cee Sections - Dimensions and properties


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01001Z 612 154.0 7340.0 55.1 2.41 6.72 463.0 131.0 861.0 00.7 65.2 1.14 7.42 9.17 512 33.5 311

21001Z 852 635.0 6150.0 48.1 2.41 5.72 234.0 551.0 891.0 23.8 20.3 0.14 5.42 421 352 37.6 351

51001Z 323 866.0 2560.0 23.2 2.41 8.72 735.0 791.0 942.0 3.01 48.3 8.04 7.42 242 123 28.8 712

91001Z 904 048.0 9280.0 49.2 2.41 1.82 376.0 052.0 413.0 0.31 29.4 6.04 7.42 294 904 4.21 923

21051Z 453 74.1 511.0 41.3 1.81 8.12 82.1 303.0 964.0 7.61 87.4 3.06 3.92 071 0611 9.11 961

51051Z 344 48.1 541.0 69.3 1.81 0.22 06.1 383.0 885.0 8.02 60.6 1.06 4.92 233 0641 2.71 842

91051Z 165 23.2 481.0 20.5 1.81 1.22 10.2 784.0 447.0 1.62 37.7 9.95 5.92 576 0681 4.22 743

42051Z 217 29.2 832.0 83.6 3.81 5.22 35.2 236.0 059.0 6.23 0.01 6.95 8.92 0731 0142 4.13 535

51002Z 555 98.3 552.0 35.5 4.12 5.81 35.3 126.0 90.1 3.43 50.8 7.97 4.33 614 0624 8.32 842

91002Z 317 20.5 243.0 54.7 9.12 1.91 25.4 348.0 54.1 9.34 0.11 6.97 4.43 858 0385 4.63 873

42002Z 709 63.6 344.0 46.9 1.22 4.91 07.5 01.1 68.1 3.55 4.41 3.97 8.43 0471 0367 4.84 645

91052Z 808 80.8 183.0 28.7 7.12 0.41 26.7 338.0 18.1 3.95 8.01 1.79 1.23 279 0849 7.54 973

42052Z 0301 2.01 394.0 2.01 9.12 3.41 46.9 80.1 33.2 9.47 2.41 9.69 5.23 0791 00421 0.66 745

42003Z 0621 3.81 10.1 8.61 3.82 0.61 0.71 23.2 75.4 211 8.32 611 8.24 0342 00663 9.98 826

03003Z 0061 1.32 23.1 9.12 7.82 3.61 3.12 40.3 88.5 041 4.13 611 6.34 0974 00284 521 809

03053Z 0191 2.93 94.2 8.23 1.63 8.71 8.53 39.5 7.01 202 2.74 731 7.55 0375 000421 951 049

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yI01 6 mm 4

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yZ01 3 mm 3

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wI01 6 mm 6

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01001C 612 463.0 5570.0 31.7 91.2 1.14 7.81 1.61 9.93 9.17 061 321 73.5 311

21001C 852 234.0 2980.0 84.8 95.2 0.14 6.81 0.61 7.93 421 881 321 47.6 351

51001C 323 735.0 211.0 5.01 92.3 8.04 7.81 1.61 1.04 242 142 221 37.8 712

91001C 904 376.0 241.0 2.31 12.4 6.04 7.81 2.61 4.04 294 113 221 3.21 923

21051C 453 92.1 881.0 0.71 71.4 4.06 1.32 3.81 5.64 071 248 171 8.11 561

51051C 344 16.1 732.0 1.12 92.5 2.06 1.32 4.81 9.64 233 0701 171 1.71 442

91051C 165 20.2 003.0 6.62 47.6 0.06 1.32 5.81 1.74 576 0731 071 8.12 043

42051C 217 45.2 683.0 5.33 97.8 8.95 3.32 9.81 0.84 0731 0181 961 9.03 725

51002C 555 35.3 693.0 7.43 71.7 7.97 7.62 9.91 6.15 614 0603 322 1.42 152

91002C 317 15.4 135.0 4.44 77.9 6.97 3.72 8.02 6.35 858 0424 122 6.63 183

42002C 409 96.5 186.0 0.65 7.21 3.97 4.72 1.12 4.45 0471 0455 912 5.74 145

91052C 808 26.7 165.0 0.06 68.9 1.79 4.62 1.81 5.84 279 0686 672 2.64 183

42052C 0201 26.9 127.0 7.57 8.21 9.69 5.62 4.81 3.94 0791 0298 472 9.46 345

42003C 0621 0.71 15.1 311 7.12 611 6.43 0.52 0.66 0342 00862 023 1.19 236

03003C 0061 3.12 69.1 241 5.82 611 0.53 8.52 9.76 0974 00753 613 421 798

03053C 0191 8.53 28.3 502 3.24 731 7.44 2.33 3.68 0375 00009 873 951 049

at yield stress

Section properties


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Te lySaghT Fsci Purin FP23019 is suitbe for buidins wit bier

port frme spcins requirin on-ent, one-piece fsci purins.

a number of fetures mke lySaghT Fsci Purins ttrctive nd

economic s combined eve purin nd fsci:

It cn be suppied witout spice ptes.

Te futed web strentens te section nd provides fus externfce wit stndrd lySaghT purin bots recessed in te futes. Tere

re no speci fsci bots.

Te top fne cn be roed t nes from 84 to 120 for roof

pitces from 6 to 30.

Te bottom fne is sped to provide simpe fixin for w seetin.

Rerdin fsci purins, BueScope Lst reserves te rit to:

() mnufcture nd procure goods wit suc minor modictions

from its drwins nd specictions s it sees t; nd

(b) ter specictions sown in its promotion iterture to reect

cnes mde fter te dte of suc pubiction

Notes to load capacities table

1. lod cpcities ve been ccuted on te bsis of te top fnebein t 90 to web.

2. lod cpcities for one- nd two-bridin cses ssume roof seetinttced to top fne.

3. lod cpcities for fu brided cse ssume roof seetin ttcedto top fne nd w seetin ttced to bottom ip.

4. For detiin, note tt mountin fce is 12 mm beind front fce.

5. Stndrd lySaghT M12, rde 4.6, purin bots to be used.

6. Te tbes ssume te use of lySaghT bridin sstem ndlySaghT bots.

Catalogue Area Massnumber mm2 kg/m

FP23019 807.5 6.43

egnalFelgna

)(

aerafotnemomdnoceS01 6 mm 4

noisroTtnatsnoc

mm 4

gnipraWtnatsnoc

01 9 mm 6

yrtemmysonoMtnatsnoc

mm

raehSertnec

mm

foertneCytivarg

mm

seerged

I'x

I'y

Ix

Iy

J Iw

bx

by

xo

yo

_x

_y

91032PF

48 004.6 495.0 464.6 955.0 7.179 436.3 2.721- 4.532 32.54- 83.85 28.12 38.21 4.4-

09 316.6 706.0 656.6 365.0 7.179 085.3 4.911- 2.252 16.54- 25.55 69.12 51.41 8.4-

021 828.7 105.0 878.7 254.0 7.179 080.3 7.16- 1.153 23.14- 35.23 34.02 94.02 7.4-

LYSAGHTfascia purlin FP23019


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Te lySaghT hOOk-lOk II bridin sstem is te most dptbe nd

fexibe bridin sstem vibe, to secure brce bot Zed nd Cee

purins nd irts of depts 100, 150, 200 nd 250mm. It is so fst nd

es to inst nd cn ccommodte most construction confiurtions.

Te sstem consists of soid bridin ssembies between purins nd

irts, nd djustbe bridin ssembies t octions suc s eves,

ride nd irt foot.

Purins nd irts disp two tpes of ter instbiit: ter

defection nd twist (rottion or ro). It is necessr to contro tese

instbiities b providin suitbe brcin s cose s possibe to te

fnes of te section.

Brcin cn be continuous (suc s riid cddin suitb fstened

to te fne), or point brcin t te midspn reion (or t point of

mximum bendin), or sever points t te midspn reion.

In prctice, BueScope Lstcddins wit screw fsteners re suitbe ter brcin wen ttced to te fne. however, s wit

tin-wed cddins, te twistin resistnce is difficut to quntif.

Consequent, point brcin is sti required to resist twist of te

section nd ter defection of te free fne. Point brcin is so

required to stbiise nd striten te purins nd irts prior to fixin

of te cddin in order to fciitte te fixin opertions.

Point brcin tpes re ties nd bridin. Ties cn be oded in

tension on. Bridins re soid members secured to te webs of

HOOK-LOK ll bridging system

te purins nd irts. Te cn be oded in tension, compression nd

bendin.

For tis reson, continuous run of bridin is te most effective

stbiiser for bot w nd roof, nd is te most wide ccepted.

Fascia bridging system

In certin confiurtions of w desin, te ods imposed on te fsci

sstem b te irt ner m be re. Tis demnds n increse inte fsci sstem cpcit to prevent excessive twistin.


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10

Components

Te bsic prts of ec hOOk-lOk II bridin ssemb re te octors

nd cmps. Te firm oc ec purin or irt in position wen simp

octed nd ooed into te bridin oes from opposite sides of te

web.

loctors nd cmps ve oo centres to mtc te oes punced in

te webs of lySaghT purins nd irts. Te oe puncin in te purins

nd irts mtc te oes for cet supports of te purin nd irts.

hOOk-lOk II components re not sod individu, on s prt of bridin ssemb.

Te exmpes sow ssembies wit te ends of equ size, owever

te sstem wors we for ssembies wit unequ ends.

Bridging assembly

Bridin ssembies re suppied in ents to suit te nominted purin

or irt spcin. Tere re some imittions on minimum ents.

Wit te fexibiit of component combintions it is possibe to me

mn bridin ssembies. Te hOOk-lOkoverview sows bridin

confiurtions.

Typical bridging assemblies include:

Stndrd bridin ssemb

Ride bridin ssemb

girt foot/ner bridin ssemb

Fsci bridin ssemb

adjustbe bridin ssemb

Expnsion joint

Product codes

hOOk-lOk II bridin ssemb ctoue numbers indicte purin size

(nomin dept). loctors, cmps nd oter ccessories re mtced to

te purin size.

How to specify

Wen specifin hOOk-lOk II bridin ssembies:

1. Specif te hOOk-lOk II prefix h2.

2. Specif eft nd end component ws tree crcters (e.. C20)3. Specif te tpe of bridin cnne ws one crcter (e.. P)

4. Specif rit nd end component tree crcters (e.. l20)

Puttin tese toeter, ou woud et: h2 C2O P l20.

Example 1

an djustbe bridin, wit cmp to suit C15015 purin t one end

nd boted brcet to suit C20024 purin t te oter end woud be:

h2 C15 T B20.

(Tis ssumes tt te order ws not for use in Victori were te

product code woud be h2 C1V T B20 see note to Product codestbe.)

Example 2

Fsci bridin, to spn between C20024 used s fsci purin nd

C20015 purin, woud be: h2 F20 D l20.


11/40

11

Purlin bridging

hOOk-lOk II bridin into Zed or Cee purins m be insted in

numerous ws. Te norm procedure is to commence from te eve or

ride.

a tpic insttion procedure is:

Step 1:Inst te fsci bridin ssemb b insertin te octor endinto te oes of te first purin, nd botin te fsci brcetto te fsci purin.

Step 2: Inst te stndrd bridin ssembies worin towrds, ndfinisin t, te ride purin. Stndrd ssembies re insted

b fittin te cmp end over te previous-insted octor end

nd swinin te bridin round unti te octor end enes

in te oes of te next purin.

Step 3: Were ppicbe, repet Steps 1 nd 2 for te opposite side ofte roof. If ppernce is considertion, te bridin runs on

bot sides of te roof soud be swun into position from te

sme end of te roof.

Step 4: Inst te ride bridin ssemb b fittin te cmp ends

over te previous insted octor ends nd ten titenin

te bots of te ride ssemb.

Wen ride bridin ssemb is not used, te octor(s) of

te stndrd bridin is secured into position wit two bots.

Step 5: Were turnbuces re used in bridin ssemb, first in

te purins. ain te fsci purin usin te, djustment bots of

te fsci bridin ssemb.

Girt bridging

Te recommended procedure is to commence t foor eve nd wor

towrds te eves. a tpic insttion procedure is:

Step 1: Inst te irt foot ssemb b enin te octor into teoes of te bottom irt. Due to te ods trnsferred to te

bridin from te irts, te irt foot ssemb must be ncored

to te sb.

Step 2: adjust te irt foot ssemb to eve off te bottom irt. Were

te sb is not et poured, temporr support is required to

eep te bottom irt eve.

Step 3: Inst stndrd bridin ssembies s described in Step 2 forpurin bridin, worin towrds te eves.

Step 4: at te top irt, te octor is secured into position wit two

bots.

If ppernce is considertion ensure te irt nd purin

bridin re insted fcin te sme direction.

Were irt ner is used it is insted b fittin te cmp

end over te st insted octor end nd swinin te bridinround, ten botin te turnbuce to te fsci bridin.

In projects where no girt foot assembly is used, particular care

in design and construction is required.

We recommended te foowin precutions durin construction:

1. Te roof seetin soud be insted before te turnbuce of te irt

ner is used to eve te irts, wic woud impose ods on te

fsci sstem; nd

2. Provide temporr irt support under te bottom irt unti te

insttion of te w cddin is compete for tt section.

HOOK-LOK ll bridging installation


12/40

12

For te rer sections, 300 nd 350 series (lySaghT Bi Zeds nd Bi

Cees), more substnti bridin sstem is required, due to rer

spns nd reter ods.

Te bridin components re bier nd ve ddition ip stiffenin.

Te components consist of C15015 cnne nd bridin ends

ssembed wit lySaghT i strent M12 x 30mm purin bots.

a components re vnised for on ife nd cn be ssembed usinte recommended bots or b wedin.

Wen orderin, te over bridin ent soud be specified, i.e.

purin or irt spcin, ess 3mm. Ctoue numbers for te bridin re:

BZ300 or BZ350.

Wit rerd to w eits nd irt spns, pese contct lst Stee

Direct for uidnce.

Typical

Series 300/350 bridging

Bridging end

23

E

8050

AB

snoisnemiddnegnigdirB

fohtpeD

nilrup )mm(

gueolataC

.oN

)mm(snoisnemiD

A B E

003 BE003 062 06 012

053 BE053 013 06 062

003 ylnoairotciV VBE003 062 07 012

053 ylnoairotciV VBE053 013 07 062

LYSAGHTSeries 300 & 350bridging system


13/40

13

Mnufctured from zinc-coted stee, ccessories re n inter prt of

lySaghT purin nd irt sstems.

General purpose bracketRacking girt

.oN.taC A B C D E F

BPG001 31 35 66 03 48 511

BPG051 5.22 5.28 501 03 79 521

BPG002 22 231 451 63 901 631

BPG052 02 081 002 63 901 631

Purlin bolts

M12 size

PB1230 lySaghTstndrd purin bot (rde 4.6): M12 x 30mm wit

nut.

PB1230hS lySaghTi-strent purin bot (rde 8.8): M12 x 30mm

wit nut.

PBS1230 lySaghTsoudered purin bot (rde 4.6) wit 16mm

souder: M12 x 30mm wit nut.

M16 size

PB1645 lySaghTstndrd purin bot (rde 4.6): M16 x 45mm wit

nut.

PB1645hS lySaghTi-strent purin bot (rde 8.8): M16 x 45mm

wit nut.

Fascia bolt

FB1230 lySaghTfsci bot (rde 4.6): M12 x 30mm wit pin ex.

nut & two pin wsers.

Angle connectors

Racking girt bracket

Cat. No. CB100RBThe racking Girtbracket is used toattach the ends ofthe C10015 RackingGirts to the fascia.

Cleats

Purlin and girt accessories


14/40

14

Raking girt assembly

Sown is one metod of fittin rin irts usin bots nd cmp ptes.

Te rin irt brcet is used to ttc te end of C10015 rin irt

to te fsci purin.

aterntive te rin irt cn be insted open fce down.

Te cmp ptes re deeted nd te irt ttced wit bots fitted

trou oes prepunced in te web of te purin.

General purpose bracketTe ener purpose brcet is ide for min joints of pproximte

90 nd is usu used for joinin sections of te sme web dept.

Tpic ppictions incude it oded eds to openins, trimmers

nd fscis t be ends.

Using purlin & girt accessories

Angle connector

Te ane Connector cn be used in vriet of different ws. Te

oes ow connection between sections of te sme size or one size

smer. Fiure () sows te ne connector nd cmp pte s

foot mountin for it oded vertic members suc s jmbs forpersonne ccess doors or windows. It cn so be used s coumn

bse in it oded or intern ppictions. Fiure (b) sows cosed

end on irt. Tis obvites te need for mitred irts t corners wie

sti providin stisfctor ttcment point for te cddin nd

corner tretment. Fiure (c) sows simpe mitred 90 joint. Fiure (d)

sows te ne connector nd cmp pte used s n ttcment for

trimmers or non-od-berin eds to openins.

Typical assemblies


15/40

15

Typical assemblies - Zeds

Typical assembly using LYSAGHT Zed sections and

HOOK-LOK IIbridging.

Were f brcin is used in conjunction wit pped Zed sections

it is importnt tt te bot requirements for ppin re not

compromised.

Zed purlins

Zed girts


16/40

16

Typical assembly using LYSAGHTCee sections and

HOOK-LOK IIbridging.

Cee purlins

Cee girts

Typical assemblies - Zeds


17/40

17

lySaghT Zed nd Cee sections re norm suppied wit oes

punced to te austrin Institute of Stee Construction (aISC) ue

ines, except, in Victori were te 150 series sections re punced to

te Structur Stee Fbrictors assocition, Victori, recommended

ue ines.

Hole details and gauge lines for LYSAGHT Zed and Ceesections

Te oes re required t cet supports t ends of ps nd t bridin

points.

For te webs of 300 nd 350 sections (Bi Zeds nd Bi Cees), centreine

oes re so vibe on request, nd m be combined wit cet

oes to provide 3-bot fstenin to te cets.

For te 100, 150, 200 nd 250 deep sections te oes re eonted

wit dimensions of 18mm x 22mm suitbe for M12 bots. For te 300

nd 350 deep sections te oes re 22mm dimeter suitbe for M16bots. Sections re so vibe unpunced if required.

For speci projects te size of te oe, te number of oes, nd te

ue ines m be modified b neotition. Tese projects wi be

subject to minimum order quntities nd extended ed times.


Direct for uidnce.

Standard holes for Cee sections

Standard holes for Zed sections

Bridging holes fandcleat holes

noitceslanimoN)mm(ezis )mm(G D

H

001 04 81

ylnoairotciV-051 07 81

setatsrehtO-051 06 81

002 011 81

052 061 81

003 012 22

053 062 22

Centreline holes for 300 and 350sections only

Holes & Cleats


18/40

18

Fastening to cleats

NOTETo minimise te tendenc of Zeds nd Cees torotte wen used s purins, it is necessrto ve te top fne pointin up te sope.

Purin orienttion m be considertion incertin projects.

Location of bridging holes

Hole details of cleats

)mm(snoisnemidlanimontaelC

noitces.moN)mm(ezis X B Y

t)ssenkciht( paG DH

001 04 04 501 8 01 81

ylnociV051 07 05 541 8 01 81

setatsrehtO051 06 55 541 8 01 81

002 011 55 591 8 01 81

052 061 55 542 8 01 81003 012 56 503 21 02 22

053 062 56 553 21 02 22

deriuqererastaelcregnol,spildenrutnwodhtiwsnoitcesdeZgnisunehW.stroppusniamehtmorfecnaraelcevigot


19/40

19

Wen determinin desin, considertion soud be iven to od

combintions for bot strent nd for servicebiit.

Design philosophy

Te imit stte cpcit tbes ve been compied usin finite eement

fexur torsion bucin nsis for modein te woe purin sstem.

Te mode considers bot in-pne distribution of xi force, ser force

nd bendin moments, s we s out of pne bucin modes.Te finite eement fexur torsion bucin nsis ssumes tt:

purins bend bout te xis wic is perpendicur to te web;

tere is continuit t te ps;

tere is minor xis trnstion nd twistin restrint t te bridin

points;

tere is ter stbiit in te pne of te roof t intern supports nd

te ends of cntievers; nd

bot screw-fstened nd conceed-fixed cddins provide restrint.

a desin ccutions for bot strent nd servicebiit re in

ccordnce wit aS/NZS 4600:1996 Cod formed stee structures.

DeflectionTere re no specific rues overnin cceptbe defections, tou

structur codes ive uidnce. you need to consider te specific

requirements of n structure. It m be necessr to desin for defection

under more tn one od combintion. See so assumptions used in

tbes.

Axial loads

Were section is not oded to its fu cpcit in bendin, it s

reserve of strent to crr some xi od. Tis reserve in purins nd

irts cn be used to trnsmit forces due to wind odin on end ws, or to

resist forces due to brcin of w nd roof structures.

Were required, te combined bendin nd xi od cpcit soud be

ccuted usin aS/NZS 4600:1996 Cod-formed stee structures. advice isvibe from our informtion ine.

Point loads

Te vues in tis pubiction ssume uniform distributed odin.

however, in mn ppictions (ie te mountin of services nd

mintennce equipment) te ods ppied to structure re point ods.

Tus, to use tese tbes for point odins, te ods must be converted to

equivent distributed ods.

Te tbe on te foowin pe ives conversion formue for ods on

simpe spns nd pped spns. Te ve been derived from common

pubised moment nd ser dt, nd ive conservtive conversions.

For simpe spns te formue re strit forwrd. For non-continuous

pped spns te formue depend on te number of spns, te position ofte spn nd te ppin rtio; tus te worst-cse confiurtion s been

used, nd te vues m be sfe used for end spns, interior spns nd

n ppin rtio reter tn 10%.

Formue for ods on continuous unpped confiurtions, nd for

defections in confiurtions, re not iven but m be derived simir.

Smbos used in tbe for conversion of point ods

P = sine point od (N)

l = spn (m)

= rer distnce from support (m)

b = smer distnce from support (m)w = equivent uniform od (N/m)

N = number of point ods over one spn (for 6 or more ods)

Design notes for capacity tables

Design optimisation

Te cpcit tbes provide economic desin soutions for most projects.

Desins cn be optimised b vrin:

Mteri specifictions

Bot specifictions nd number

Non-stndrd purin profie

Reduced or enred end spns

Spn rne

Cntievers t one or bot ends

lp ent

Bridin quntit

lod distribution

Bridging

Te cpcit tbes ive soutions for n equ number of rows of bridin

in ec spn. Provision is mde for 0, 1, 2 or 3 rows of bridin.


Direct for uidnce.


20/40

20

confiurtions. Connections wit doube section ticness occur t te

intern support of pped confiurtions.

Ec connection uses two bots.

Cleatless connections

Fixin of purins trou te bottom fne of te purin (cetess

connection) is used in some forms of construction. Te purin cpcit

tbes soud not be used for tese tpes of connections. For tese

tpes of connections tere re oter desin issues (bot strent nd

servicebiit) nd construction issues tt need to be considered.

BroadFlange

NarrowFlange

Cladding fastenedto this flange

Rafteror steel

frameBolt in web at

end of lap Bolt in flangeat end of lap

Lap varies accordingto span and section size

Narrow Flange

BroadFlangeRafter

or steelframe

Four BoltCleat

Butt Joint

In prctice it m be necessr to use t est one row of bridin in ec

spn. We suest tt unbrided ents be imited to 20 times te section

dept.

Cleat connections

Te cpcit tbes re bsed on te sections bein fstened trou te

web to cets (cet connection) so tt te od pt is vi te web of te

sections.

Te connections m be sine section ticness suc s in end

connections, or te intern support connection of continuous

P

P

P P

P P

P P

P P

P

P

P P

P P

P

P

P

P

P P

P P

P

P

P

P

P

P

P P

P P

P

P

P

P

P

P

P

P

P

b bP P

b bP P

a b

Pa b

Simple

Lapped

Simple

Lapped

Simple

Lapped

Simple

Lapped

Simple

Lapped

Simple

Lapped

Simple

Lapped

Simple

Lapped

SINGLE

LOAD

2

LOADS

3

LOADS

4

LOADS

5

LOADS

6 OR MORE

LOADS

SINGLE

ECCENTRIC

POINT LOAD

2

SYMMETRICAL

POINT LOADS

w = 2P/L

w = 2.22P/L

w = 2.67P/L

w = 3.16P/L

w = 4P/L

w = 3.78P/L

w = 4.80P/L

w = 5.12P/L

w = 6P/L

w = 6.65P/L

w = 1.14NP/L

w = 1.22NP/L

w = 8abP/L3

w = 17.76ab2P/L4

w = 8bP/L2

w = 9.45b(2L-3b)P/L3

Conversion of point loads into equivalent uniform loads

Symmetrical equidistant point loads

Loading condition Conversion formula

Single eccentric and two symmetrical point loads

Loading condition Conversion formula

Contct our oc BueScope Lst Service

Centre for more informtion.

Te number of bots used re ved compred

wit te number used in convention ceted

connections.

Lapping

Te structur p t te interior supports of pped

confiurtions must be detied to provide dequte

structur continuit.

Ec end of te p must ve one bot trou

te fne furtest from te cddin, nd one bot

trou te webs ner te fnes connected to tecddin.

Te nomin p ent is te distnce between

te bot centres t te end of te ps. lps vr in

ent wit bot section size nd spn s sown in

te tbe beow. In no sitution must te p be ess

tn 10% of te spn.


21/40

21

Intermediate values

Witin iven bridin confiurtion, cpcities for intermedite spns

m be interpoted iner.

Notes to capacity tables

1. lods re ssumed to be uniform distributed (see so Point lods).

2. Te cpcities ssume te use of pproved BueScope Lstssections, bridin sstem nd bots.

3. Te coumn, lod for defection spn/150, is te od tt wi

produce tis defection. It is not desin cpcit.

4. a connections use lySaghT purin bots rde 4.6, except for

bodened cpcities wic require rde 8.8.

5. Forces ctin to od cddin inst structure re defined s

inwrd. Forces ctin to remove cddin from structure re defined

s outwrd.

Loading condition

Outward load

Inward load


22/40

22

Single spans

Single spans

Span (mm)

Overall purlin length

= span + 70 mm

Limit state capacity tables


23/40

23


Single spans

Span (mm)


= span + 70 mm

Single spans


24/40

24

Single spans

Span (mm)


= span + 70 mm

Single spans



25/40

25


Single spans

Span (mm)


= span + 70 mm

Single spans


26/40

Single spans

Span (mm)


= span + 70 mm

Single spans

26



27/40

27


Single spans

Span (mm)


= span + 70 mm

Single spans


28/40

28

Double spans

Span (mm)

Overall purlin length = 2 x span + 70 mm

Span (mm)

1II

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001D

See also: Design notes for capacity tables.

Double continuous spans



29/40

29

Double spans

Span (mm)


Span (mm)




30/40

30

Double spans

Span (mm)


Span (mm)




31/40

31

Double spans

Span (mm)


Span (mm)




32/40

32

Double lapped spans

Span (mm)

Overall purlin length =

span + 70 mm + (Lap/2)

Span (mm)

Lap

Double lapped spans



33/40

33

Double lapped spans

Span (mm)


span + 70 mm + (Lap/2)

Span (mm)

Lap


Double lapped spans


34/40

34

Double lapped spans

Span (mm)


Span (mm)

Lap


2.051LD


Double lapped spans



35/40

35

Double lapped spans

Span (mm)


Span (mm)

Lap

Double lapped spans



36/40

36

Double lapped spans

Span (mm)


Span (mm)

Lap

Double lapped spans

1II

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2.002LD



37/40

37

Double lapped spans

Span (mm)


Span (mm)

Lap


1II


052LD


Double lapped spans


38/40

38

Double lapped spans

Span (mm)


Span (mm)

Lap

Double lapped spans

1II


003LD




39/40

39


Double lapped spans

Span (mm)


Span (mm)

Lap

1II

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053LD

Double lapped spans


40/40

40

Three spans

Span (mm)


Span (mm) Span (mm)

Three continuous spans


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LysaghtZedCeesPart1v2Aug2010

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