DIMENSIONS AND PROPERTIES HANDBOOK DESIGN WITH STEEL DIMENSIONS AND PROPERTIES HANDBOOK STEEL S&T047

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1 DIMEIO AD PROPERTIE HADBOOK DEIG WITH TEEL DIMEIO AD PROPERTIE HADBOOK TEEL &T047 JU 203

2 OTET Uiversal Beams 3 Uiversal olums 5 Parallel Flage haels 6 Joists Taer Flage Beams 7 Equal Agles 8 Uequal Agles Rectagular Hollow ectios 4 uagal Rectagular Hollow ectios 6 quare Hollow ectios 8 uagal quare Hollow ectios 20 Lieie 2 Plate 22 oil 23 Reiforcig Rouds ad Mesh 24 DuraGal Platium Equal Agles 25 DuraGal Platium haels 30 DuraGal Platium Flats 3 Bolts High-tregth Frictio Gri 33 Purlis 34 Roofig 36 tadards 38 Idet service 38 teel & Tube Publicatios 39 ITRODUTIO teel & Tube is leased to rovide this Desig with teel Dimesios & Proerties Hadbook for our use. We aim to carr all oular roducts ad sizes o a cotiuous basis. The Desig with teel Dimesios & Proerties Hadbook geerall lists those sizes we carr e-stock. However, there are some sizes (oted with a ) we offer o a idet basis ol. We also carr ma roducts ot featured i this articular ublicatio. Please cotact teel & Tube for more iformatio o our comrehesive rage of steel roducts, or visit our website: TELAR LIMITED/IO 900 teel & Tube is committed to rovidig our customers with cosistet ad reliable service that meets their eeds ad romotes ecellece i sstems ad a cotiuous imrovemet i qualit. To demostrate this commitmet teel & Tube is a Telarc registered sulier, certified to IO 900. Telarc Limited ( is a atioal techical authorit resosible for qualit sstem certificatio through ideedet assessmet, audit ad testig of qualit cotrol rocedures. I ractical terms, Telarc s role is to formall recogise all asects of: qualit i rocessig, distributio ad service comliace with roduct or sstem secificatios or stadards techical cometece of testig or isectig qualit of service erformace ad deliver This role is to be carried out i a maer sufficiet to rovide cosumers with cofidece i the qualit of roducts ad services DIMEIO AD PROPERTIE HADBOOK

3 UIVERAL BEAM DIMEIO AD PROPERTIE A/Z A/Z O (EIMI) b f -t w 2 t f d t w d r b f t f PLU Desigatio Mass er metre Deth of sectio Flage width Flage thickess Web thickess Root radii Deth Gross area betwee of cross flages d ( b f- t w) sectio About -ais About -ais Torsio costat d b f t f t w r d t w 2t f Ag I Z r l Z r J I w Warig costat kg/m mm mm mm mm mm mm mm mm mm mm 3 mm 0 6 mm mm mm 3 mm 0 3 mm mm 6 60UB UB UB UB UB UB UB UB UB UB UB UB UB UB UB UB UB UB UB UB UB UB UB UB UB UB UB UB s ew Zealad Desig tadard Z 4 lause requires steel i seismic-resistig sstems to coml with this rage teel O. 3

4 UIVERAL BEAM PROPERTIE FOR DEIG A/Z A/Z O (EIMI) b f -t w 2 t f d t w d r b f t f PLU About -ais About -ais A About -ais About -ais Flage Web Flage Web Mass er Form Form Desigatio metre f f factor omactess Z e omactess Z e Desigatio f f factor omactess Z e omactess Z e 60UB 60UB 60UB 530UB 530UB 460UB 460UB 460UB 40UB 40UB UB UB UB 30UB 30UB 30UB 250UB 250UB 250UB 200UB 200UB 200UB 200UB 80UB 80UB 80UB 50UB 50UB kg/m MPa MPa k f 0 3 mm mm 3 MPa MPa k f 0 3 mm mm s ew Zealad Desig tadard Z 4 lause requires steel i seismic-resistig sstems to coml with this rage teel O. otes:. For PLU sectios the tesile stregth (fu) is 440 MPa. 2. For grade 350 sectios the tesile stregth (fu) is 480 MPa. 3. = comact sectio; = o-comact sectio; = sleder sectio. 4. PLU hot-rolled sectios are roduced to eceed the miimum requiremets of A/Z PLU relaced grade 250 as the base grade for these sectios i UB 60UB 60UB 530UB 530UB 460UB 460UB 460UB 40UB 40UB UB UB UB 30UB 30UB 30UB 250UB 250UB 250UB 200UB 200UB 200UB 200UB 80UB 80UB 80UB 50UB 50UB DIMEIO AD PROPERTIE HADBOOK

5 UIVERAL OLUM DIMEIO AD PROPERTIE A/Z A/Z O (EIMI) b f -t w 2 t f d t w d r bf t f PLU Desigatio 30U 30U 30U 30U 250U 250U 200U 200U 200U 50U 50U 50U 00U Mass er metre Deth of sectio Flage width Flage thickess Web thickess Root radii Deth Gross area betwee of cross flages d ( b f- t w) sectio About -ais About -ais Torsio costat d b f t f t w r d t w 2t f Ag l Z r I Z r J I w kg/m mm mm mm mm mm mm mm mm mm mm 3 mm 0 6 mm mm mm 3 mm 0 3 mm mm Warig costat s ew Zealad Desig tadard Z 4 lause requires steel i seismic-resistig sstems to coml with this rage teel O. UIVERAL OLUM PROPERTIE FOR DEIG A/Z A/Z O (EIMI) b f -t w 2 t f d t w d r bf t f PLU About -ais About -ais A About -ais About -ais Flage Web Flage Web Mass er Form Form Desigatio metre f f factor omactess Z e omactess Z e Desigatio f f factor omactess Z e omactess Z e 30U 30U 30U 30U 250U 250U 200U 200U 200U 50U 50U 50U 00U kg/m MPa MPa k f 03 mm mm 3 MPa MPa k f 03 mm mm U s ew Zealad Desig tadard Z 4 lause requires steel i seismic-resistig sstems to coml with this rage teel O. otes:. For PLU sectios the tesile stregth (fu) is 440 MPa. 2. For grade 350 sectios the tesile stregth (fu) is 480 MPa. 3. = comact sectio; = o-comact sectio; = sleder sectio. 4. PLU hot-rolled sectios are roduced to eceed the miimum requiremets of A/Z PLU relaced grade 250 as the base grade for these sectios i U 30U 30U 250U 250U 200U 200U 200U 50U 50U 50U 00U

6 PARALLEL FLAGE HAEL DIMEIO AD PROPERTIE A/Z b - t f w t o f d t w d Load A L Load B r b f t f hear etre L R PLU Desigatio PF 90 PF PF PF PF PF PF PF PF PF Mass er metre kg/m Deth of sectio Flage width Flage Web thickess thickess Root radii Deth Gross area betwee of cross flages d (b f- t w) sectio oordiate of cetroid oordiate of shear cetre About -ais About -ais d b f t f t w r d t w 2t f A g X L X 0 I Z r l Z R Z L r J I w mm mm mm mm mm mm mm 2 mm mm 0 6 mm mm mm 3 mm 0 6 mm mm mm mm 3 mm 0 3 mm mm Torsio costat Warig costat PARALLEL FLAGE HAEL PROPERTIE FOR AEIG ETIO APAITY A/Z b - t f w t o f d t w d Load A L Load B r b f t f hear etre L R PLU About -ais About -ais A About -ais About -ais Flage Web Form Load A Load B Flage Web Form Load A Load B Desigatio f f factor Z e Z e Z e Desigatio f f factor Z e Z e Z e MPa MPa k f 0 3 mm mm mm 3 MPa MPa k f 0 3 mm mm mm PF PF PF PF PF PF PF PF PF PF PF otes:. 2. For PLU sectios the tesile stregth (fu) is 440 MPa. For grade 350 sectios the tesile stregth (fu) is 480 MPa. 3. PLU hot-rolled sectios are roduced to eceed the miimum requiremets of A/Z PLU relaced grade 250 as the base grade for these sectios i PF 250PF 230PF 200PF 80PF 50PF 25PF 00PF 75PF DIMEIO AD PROPERTIE HADBOOK

7 JOIT TAPER FLAGE BEAM DIMEIO AD PROPERTIE A/Z 3679 b f -t w 2 t f = = t w d d 98 r r 2 bf t f PLU Desigatio TFB TFB Mass er metre Deth of Flage sectio width Flage Web thickess thickess Root radii Toe radii Deth Gross area betwee of cross flages d ( b f- t w) sectio About -ais About -ais Torsio Warig costat costat d b f f t w r r 2 d t w 2t f A g I Z r l Z r J I w kg/m mm mm mm mm mm mm mm mm mm mm 3 mm 0 6 mm mm mm 3 mm 0 3 mm mm PROPERTIE FOR AEIG ETIO APAITY PLU About -ais About -ais A About -ais About -ais Flage Web Flage Web Form Form Desigatio f f factor omactess Z e omactess Z e Desigatio f f factor omactess Z e omactess Z e TFB TFB MPa MPa k f 0 3 mm mm 3 MPa MPa k f 03 mm mm TFB otes:. For PLU sectios the tesile stregth (fu) is 440 MPa. 2. For grade 350 sectios the tesile stregth (fu) is 480 MPa. 3. = comact sectio; = o-comact sectio; = sleder sectio. 4. PLU hot-rolled sectios are roduced to eceed the miimum requiremets of A/Z PLU relaced grade 250 as the base grade for these sectios i TFB

8 EQUAL AGLE X- AD Y-AXE DIMEIO AD PROPERTIE A/Z b T b-t t T b-t r L r 2 B R B L R b α = 45 Desigatio Mass Actual Radii Gross oordiate Torsio er thickess Root Toe cross- area of of cetroid About -ais About -ais costat Leg-size omial metre thickess b t r r 2 t A g B T l 4 Z 4 r l 3 Z 3 5 Z 5 r J (b -t) sectio L = R = = Z = b mm mm mm kg/m mm mm mm mm 2 mm mm 0 6 mm 4 mm 0 3 mm mm 3 mm 0 6 mm 4 mm 0 3 mm 3 mm 0 3 mm mm 3 mm 0 3 mm EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. 8 DIMEIO AD PROPERTIE HADBOOK

9 EQUAL AGLE X- AD Y-AXE PROPERTIE FOR AEIG ETIO APAITY A/Z Load A Load Load B Load D hear etre Desigatio Yield stress Form About -ais About -ais Yield stress Form About -ais About -ais factor factor Load A or Load B Load D Load A or Load B Load D f k f Z e Z e Z e f k f Z e Z e Z e mm mm mm MPa 0 3 mm mm mm 3 MPa 0 3 mm mm mm 3 PLU A/Z EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. otes:. For PLU sectios the tesile stregth (fu) is 440 MPa. 2. For grade 350 sectios the tesile stregth (fu) is 480 MPa. 3. PLU hot-rolled sectios are roduced to eceed the miimum requiremets of A/Z PLU relaced grade 250 as the base grade for these sectios i

10 EQUAL AGLE - AD P-AXE DIMEIO AD PROPERTIE A/Z b b -t t r r 2 b -t T L B R T B b L R Desigatio About -ais ad -ais Product of 2d momet of area l = l L= B Z B= Z L R= T Z T= Z R = r = r l mm mm mm 0 6 mm 4 mm 0 3 mm 3 mm 0 3 mm mm 3 mm 0 6 mm EA EA 8 EA 6 EA 3 EA EA 6 EA 2 EA 0 EA EA 2 EA 0 EA 8 EA EA 0 EA 8 EA 6 EA EA 8 EA 6 EA EA 8 EA 6 EA 5 EA EA 8 EA 6 EA 5 EA EA 5 EA EA 6 EA 5 EA 3 EA EA 5 EA 3 EA EA 5 EA 3 EA EA 5 EA 3 EA EA 5 EA 3 EA F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. 0 DIMEIO AD PROPERTIE HADBOOK

11 UEQUAL AGLE X- AD Y-AXE DIMEIO AD PROPERTIE A/Z b L B L b 2 -t t r b 2 r 2 P B b -t α Desigatio Leg-size ormal thickess Mass er metre Actual thickess Radii Root Toe (b -t) (b 2 -t) Gross area of cross sectio oordiate of cetroid b b 2 t r r 2 t t A g B L I Z 4 Z 4 5 Z 5 r I 2 Z 2 3 Z 3 5 Z 5 r J About -ais mm mm mm kg/m mm mm mm mm 2 mm mm 0 6 mm 4 mm 0 3 mm 3 mm 0 3 mm 3 mm 0 3 mm mm 3 mm 0 6 mm 4 mm 0 3 mm 3 mm 0 3 mm 3 mm 0 3 mm mm 3 mm 0 3 mm 4 About -ais Torsio costat Ta alha UA UA UA UA UA UA UA UA UA UA UA UA UA UA UA UA UA UA UA F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes.

12 DIMEIO AD PROPERTIE HADBOOK

13 UEQUAL AGLE PROPERTIE FOR AEIG ETIO APAITY A/Z Desigatio Yield stress Form factor About -ais About -ais Yield stress Form factor About -ais About -ais Load A Load Load B Load D Load A Load Load B Load D f k f Z e Z e Z e Z e f k f Z e Z e Z e Z e mm mm mm MPa 0 3 mm mm mm mm 3 MPa 0 3 mm mm mm mm UA 0 UA UA 2 UA 0 UA 8 UA UA 0 UA 8 UA 6 UA UA 8 UA 6 UA UA 6 UA 5 UA UA 6 UA 5 UA PLU A/Z Load A Load Load D hear etre Load B otes:. For PLU sectios the tesile stregth (fu) is 440 MPa. 2. For grade 350 sectios the tesile stregth (fu) is 480 MPa. 3. PLU hotrolled sectios are roduced to eceed the miimum requiremets of A/Z PLU relaced grade 250 as the base grade for these sectios i 994. F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. UEQUAL AGLE - AD P-AXE DIMEIO AD PROPERTIE A/Z t b 2 -t T T b r r 2 b -t L B R B b 2 L R Desigatio About -ais About -ais Product of 2d momet of area l B Z B T Z T r l L Z L R Z R r l mm mm mm 0 6 mm 4 mm 0 3 mm 3 mm 0 3 mm mm 3 mm 0 6 mm 4 mm 0 3 mm 3 mm 0 3 mm mm 3 mm 0 6 mm UA 0 UA UA 2 UA 0 UA 8 UA UA 0 UA 8 UA 6 UA UA 8 UA 6 UA UA 6 UA 5 UA UA 6 UA 5 UA F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. 3

14 RETAGULAR HOLLOW ETIO DIMEIO AD PROPERTIE GRADE 350L0 A/Z 63 DIMEIO AD RATIO PROPERTIE PROPERTIE FOR DEIG TO A Desigatio Mass Eteral Gross Torsio Torsio Form er surface area sectio costat modulus factor metre b-2t d-2t area About -ais About -ais About -ais About -ais d b t er m er t t t A g I Z r I Z r J k f l omactess (3) ess (3) e Z e l omact- e Z e mm mm mm kg/m m 2 /m m 2 /t mm mm mm mm 3 mm 0 6 mm mm mm 3 mm 0 6 mm mm 3 (,,) 0 3 mm 3 (,,) 0 3 mm RH RH 5.0 RH RH RH 5.0 RH RH RH 5.0 RH RH RH 5.0 RH RH RH 5.0 RH RH 3.0 RH 2.5 RH 2.0 RH 27 5 RH 5.0 RH 3.5 RH RH 5.0 RH RH 3.0 RH F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes otes:. This table is calculated i accordace with A usig desig ield stress f = 350 MPa ad desig tesile stregth fu = 430 MPa as er A table 2. for A 63 grade 350L0. 2. Grade 350L0 is cold-formed ad therefore is allocated the F residual-stresses classificatio i A. 3. = comact sectio; = o-comact sectio; = sleder sectio; as defied i A. 4. For rectagular hollow sectios (RH) the outside corer radius r used i calculatig the sectio roerties is equal to 2t for sectios with thickess t < 3.0mm ad 2.5t for sectios with t > 3.0mm DIMEIO AD PROPERTIE HADBOOK

15 RETAGULAR HOLLOW ETIO DIMEIO AD PROPERTIE GRADE 350L0 A/Z 63 DIMEIO AD RATIO PROPERTIE PROPERTIE FOR DEIG TO A Desigatio Mass Eteral Gross Torsio Torsio Form er surface area sectio costat modulus factor metre b-2t d-2t area About -ais About -ais About -ais About -ais d b t er m er t t t A g I Z r I Z r J k f l omactess e (3) ess (3) e Z e l omact- e Z mm mm mm kg/m m 2 /m m 2 /t mm mm mm mm 3 mm 0 6 mm mm mm 3 mm 0 6 mm mm 3 (,,) 0 3 mm 3 (,,) 0 3 mm RH 5.0 RH 3.5 RH RH 5.0 RH RH 3.0 RH RH 5.0 RH RH 3.0 RH RH 3.0 RH 2.5 RH RH 3.0 RH 2.5 RH RH 2.5 RH 2.0 RH Dualgrade 350L0/L0 hollow sectios have a miimum ield stress of MPa (f = MPa), a miimum tesile stregth of 500 MPa (fu = 500 MPa) ad a miimum elogatio equal to 6%, ie the stregth of A 63 grade L0 ad the elogatio of A 63 grade 350L0. otes:. This table is calculated i accordace with A usig desig ield stress f = 350 MPa ad desig tesile stregth fu = 430 MPa as er A table 2. for A 63 grade 350L0. 2. Grade 350L0 is cold-formed ad therefore is allocated the F residual-stresses classificatio i A. 3. = comact sectio; = o-comact sectio; = sleder sectio; as defied i A. 4. For rectagular hollow sectios (RH) the outside corer radius r used i calculatig the sectio roerties is equal to 2t for sectios with thickess t < 3.0mm ad 2.5t for sectios with t > 3.0mm

16 UPAGAL RETAGULAR HOLLOW ETIO DIMEIO AD PROPERTIE GRADE L0 A/Z 63 DIMEIO AD RATIO PROPERTIE PROPERTIE FOR DEIG TO A Desigatio Mass Eteral Gross Torsio Torsio Form er surface area sectio costat modulus factor metre b-2t d-2t area About -ais About -ais About -ais About -ais d b t er m er t t t A g I Z r I Z r J k f l omactess (3) ess (3) e Z e l omact- e Z e mm mm mm kg/m m 2 /m m 2 /t mm mm mm mm 3 mm 0 6 mm mm mm 3 mm 0 6 mm mm 3 (,,) 0 3 mm 3 (,,) 0 3 mm RH 5.0 RH RH 3.0 RH 2.5 RH 2.0 RH RH 5.0 RH RH 3.0 RH 2.5 RH 2.0 RH RH 5.0 RH RH 3.5 RH 3.0 RH 2.5 RH 2.0 RH.6 RH F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes otes:. This table is calculated i accordace with A usig desig ield stress f = MPa ad desig tesile stregth fu = 500 MPa as er A table 2. for A 63 grade L0. 2. Grade L0 is cold-formed ad therefore is allocated the F residual-stresses classificatio i A. 3. = comact sectio; = o-comact sectio; = sleder sectio; as defied i A. 4. For rectagular hollow sectios (RH) the outside corer radius r used i calculatig the sectio roerties is equal to 2t for sectios with thickess t < 3.0mm ad 2.5t for sectios with t > 3.0mm. 5. Dualgrade 350L0/L0 hollow sectios have a miimum ield stress of MPa (f = MPa), a miimum tesile stregth of 500MPa (fu = 500 MPa) ad a miimum elogatio equal to 6%, ie the stregth of A 63 grade L0 ad the elogatio of A 63 grade 350L DIMEIO AD PROPERTIE HADBOOK

17 UPAGAL RETAGULAR HOLLOW ETIO DIMEIO AD PROPERTIE GRADE L0 A/Z 63 DIMEIO AD RATIO PROPERTIE PROPERTIE FOR DEIG TO A Desigatio Mass Eteral Gross Torsio Torsio Form er surface area sectio costat modulus factor metre b-2t d-2t area About -ais About -ais About -ais About -ais d b t er m er t t t A g I Z r I Z r J k f l omactess e Z e (3) ess (3) omact- e Z e l mm mm mm kg/m m 2 /m m 2 /t mm mm mm mm 3 mm 0 6 mm mm mm 3 mm 0 6 mm mm 3 (,,) 0 3 mm 3 (,,) 0 3 mm RH 5.0 RH RH 3.0 RH 2.5 RH 2.0 RH.6 RH RH 2.0 RH.6 RH RH 3.0 RH 2.5 RH 2.0 RH RH 2.5 RH 2.0 RH.6 RH RH 2.5 RH 2.0 RH.6 RH F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. otes:. This table is calculated i accordace with A usig desig ield stress f = MPa ad desig tesile stregth fu = 500 MPa as er A table 2. for A 63 grade L0. 2. Grade L0 is cold-formed ad therefore is allocated the F residual-stresses classificatio i A. 3. = comact sectio; = o-comact sectio; = sleder sectio; as defied i A. 4. For rectagular hollow sectios (RH) the outside corer radius r used i calculatig the sectio roerties is equal to 2t for sectios with thickess t < 3.0mm ad 2.5t for sectios with t > 3.0mm. 5. Dualgrade 350L0/L0 hollow sectios have a miimum ield stress of MPa (f = MPa), a miimum tesile stregth of 500MPa (fu = 500 MPa) ad a miimum elogatio equal to 6%, ie the stregth of A 63 grade L0 ad the elogatio of A 63 grade 350L0. 7

18 QUARE HOLLOW ETIO DIMEIO AD PROPERTIE GRADE 350L0 A/Z 63 Desigatio DIMEIO AD RATIO Mass er metre Eteral surface area (b-2t) Gross sectio area PROPERTIE About -, - ad -ais About - ad -ais d b t er m er t t A g I Z Z r J k f l e omactess (3) Z e mm mm mm kg/m m 2 /m m 2 /t mm mm mm mm mm 3 mm 0 6 mm mm 3 (,,) 0 3 mm 3 Torsio costat PROPERTIE FOR DEIG TO A Torsio modulus Form factor H H H H H H H H H H H H H H H H H H H H H H H H H F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. Dualgrade 350L0/L0 - lease refer to age 4 Rectagular Hollow ectios for the Proerties for Desig to A. otes:. This table is calculated i accordace with A usig desig ield stress f = 350 MPa ad desig tesile stregth fu = 430 MPa as er A table 2. for A 63 grade 350L0. 2. Grade 350L0 is cold-formed ad therefore is allocated the F residual-stresses classificatio i A. 3. = comact sectio; = o-comact sectio; = sleder sectio; as defied i A. 4. For square hollow sectios (H) the outside corer radius r used i calculatig the sectio roerties is equal to 2t for sectios with thickess t < 3.0mm ad 2.5t for sectios with t > 3.0mm. 8 DIMEIO AD PROPERTIE HADBOOK

19 QUARE HOLLOW ETIO DIMEIO AD PROPERTIE GRADE 350L0 A/Z 63 Desigatio DIMEIO AD RATIO Mass er metre Eteral surface area (b-2t) Gross sectio area PROPERTIE About -, - ad -ais About - ad -ais d b t er m er t t A g I Z Z r J k f l e omactess (3) Z e mm mm mm kg/m m 2 /m m 2 /t mm mm mm mm mm 3 mm 0 6 mm mm 3 (,,) 0 3 mm H 5.0 H H 3.0 H 2.5 H H 5.0 H H 3.0 H 2.5 H.6 H H 3.0 H 2.5 H 2.0 H H 3.0 H 2.5 H H 2.5 H 2.0 H.6 H F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes Torsio costat s Available as Dualgrade 350L0/L0 - lease refer to age 4 Rectagular Hollow ectios for the Proerties for Desig to A PROPERTIE FOR DEIG TO A Torsio modulus Form factor ee ote s below otes:. This table is calculated i accordace with A usig desig ield stress f = 350 MPa ad desig tesile stregth fu = 430 MPa as er A table 2. for A 63 grade 350L0. 2. Grade 350L0 is cold-formed ad therefore is allocated the F residual-stresses classificatio i A. 3. = comact sectio; = o-comact sectio; = sleder sectio; as defied i A. 4. For square hollow sectios (H) the outside corer radius r used i calculatig the sectio roerties is equal to 2t for sectios with thickess t < 3.0mm ad 2.5t for sectios with t > 3.0mm

20 UPAGAL QUARE HOLLOW ETIO DIMEIO AD PROPERTIE GRADE L0 A/Z 63 DIMEIO AD RATIO PROPERTIE PROPERTIE FOR DEIG Desigatio Mass er Eteral surface area Gross sectio Torsio costat Torsio modulus Form factor TO A metre (b-2t) area About -, - ad -ais About - ad -ais d b t er m er t t A g I Z Z r J k f l e omactess (3) Z e mm mm mm kg/m m 2 /m m 2 /t mm mm mm mm mm 3 mm 0 6 mm mm 3 (,,) 0 3 mm H 5.0 H H 3.0 H H 2.0 H H 5.0 H H 3.0 H 2.5 H H 5.0 H H 3.0 H 2.5 H H H 3.0 H 2.5 H.6 H H 3.0 H 2.5 H H 2.5 H 2.0 H.6 H H 2.5 H 2.0 H.6 H F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes otes:. This table is calculated i accordace with A usig desig ield stress f = MPa ad desig tesile stregth fu = 500 MPa as er A table 2. for A 63 grade L0. 2. Grade L0 is cold-formed ad therefore is allocated the F residual-stresses classificatio i A. 3. = comact sectio; = o-comact sectio; = sleder sectio; as defied i A. 4. For square hollow sectios (H) the outside corer radius r used i calculatig the sectio roerties is equal to 2t for sectios with thickess t < 3.0mm ad 2.5t for sectios with t > 3.0mm. 5. DuraGal Dualgrade 350L0/L0 hollow sectios have a miimum ield stress of MPa (f = MPa), a miimum tesile stregth of 500 MPa (fu = 500 MPa) ad a miimum elogatio equal to 6%, ie the stregth of A 63 grade L0 ad the elogatio of A 63 grade 350L DIMEIO AD PROPERTIE HADBOOK

21 LIEPIPE DIMEIO AD PROPERTIE A/Z 63 GRADE 350L0 d o t Desigatio DIMEIO AD RATIO Mass er metre Eteral surface area Gross sectio area PROPERTIE About a ais F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. Torsio costat H = ircular hollow sectios. otes:. For grade 350L0: f = 350 MPa ad fu = 430 MPa; f = ield stress used i desig; fu = tesile stregth used i desig; as defied i A. 2. = comact sectio; = o-comact sectio; = sleder sectio; as defied i A. 3. Grade 350L0 to A/Z 63 is cold-formed ad is therefore allocated the F residual-stresses classificatio i A. Torsio modulus PROPERTIE FOR DEIG TO A About a ais de t er m er t t A g I Z r J k t omactess (2) Z e mm mm kg/m m 2 /m m 2 /t mm mm mm mm 3 mm 0 6 mm mm 3 (,,) 0 3 mm H H H H H H H H H H H H H H H H H H H H H H H H H

22 PLATE There are a variet of iteratioal secificatios for hot-rolled steel late. ome of the more commo secificatios ad grades, with their chemical ad mechaical roerties, are summarised below. The chemical comositios are all the maimum % cotet. The mechaical roerties relate to 2 20mm thick late. These data are for comariso uroses ol ad should ot be used i lace of the actual secificatios, which should alwas be cosulted. MILD TEEL TADARD GRADE YIELD TREGTH TEILE TREGTH MIIMUM ELOGATIO A/Z 3678:200 G MPa 40MPa 22% A/Z 3678:200 G MPa 430MPa 2% MEDIUM TEILE TADARD GRADE YIELD TREGTH TEILE TREGTH MIIMUM ELOGATIO A/Z 3678:200 G MPa MPa 20% FLOOR (HEQUER, TREAD) TADARD A/Z 594 HA GRADE YIELD TREGTH TEILE TREGTH ommercial grade ot rated for mechaical roerties A/Z 594 HA250 G MPa 350MPa 2% MIIMUM ELOGATIO ORROIO (WEATHER REITAT) TADARD YIELD TREGTH TEILE TREGTH A/Z 594:2002 MPa MPa 5% MIIMUM ELOGATIO HIGH TEILE - QUEHED & TEMPERED TADARD YIELD TREGTH TEILE TREGTH Welte 780E 690MPa MPa 8% MIIMUM ELOGATIO ABRAIO REITAT - QUEHED & TEMPERED TADARD YIELD TREGTH TEILE TREGTH ARE 350MPa 2% MIIMUM ELOGATIO BOILER TADARD YIELD TREGTH TEILE TREGTH A548 PT MPa 460MPa 2% Weight calculatio: kilograms er square metre = late thickess (mm) MIIMUM ELOGATIO 22 DIMEIO AD PROPERTIE HADBOOK

23 OIL ummarised below are ew Zealad ad iteratioal stadards for teel & Tube s commo stock items. These data are for comariso uroses ol ad should ot be used i lace of the actual secificatios, which should alwas be cosulted. OLD ROLLED TADARD PROOF TRE YIELD POIT TEILE TREGTH MIIMUM ELOGATIO Z-D I P-D MPa 34% HRB ELETRO GALVAIED TADARD OATIG TEILE TREGTH MIIMUM ELOGATIO JI G 333 E 0.060Z 270MPa 34 39% JI G 333 EH 0.060Z 270MPa 29 3% HRB EAMELLIG QUALITY TADARD MIIMUM ELOGATIO JI G333 P 36 40% ZIALUME TADARD OATIG PROOF TRE YIELD POIT TEILE TREGTH MIIMUM ELOGATIO A 397 G AZ50 AZ50 MPa 20% GALVAIED TADARD OATIG PROOF TRE YIELD POIT TEILE TREGTH MIIMUM ELOGATIO A/Z 397 G250 Z275 Z MPa 25% A/Z 397 G250 Z Z 250 MPa 25% A/Z 397 G250 Z600 Z MPa 25% HOT ROLLED TADARD PROOF TRE YIELD POIT TEILE TREGTH MIIMUM ELOGATIO A/Z 594 HA MPa 22% ALUMIIED TADARD OATIG ATM A463 Q T-25 T-25 23

24 REIFORIG ROUD AD MEH Pacific teel ( ew Zealad s ol roducer of hot-rolled reiforcig steel, has a reiforcig bar rage that comlies with the stadard A/Z 467: 200 teel Reiforcig Material. There are two grades of steel reiforcig bar desigated eismic ad eismic 500. Pacific teel maufactures a eismic 500E bar through two differet maufacturig methods. HEMIAL AD MEHAIAL PROPERTIE TEEL GRADE ARBO EQUIVALET ARBO % ULPHUR & PHO % YIELD TREGTH MPA* TEILE TREGTH RATIO* ELOGATIO %* MAX MAX MAX MI MI MAX MI Grade E (uiform) eismic 500E MA (uiform) Reid Bar 500E MA (uiform) * haracteristic values DIMEIOAL REQUIREMET TABLE BAR DEIGATIO PLAI DEFORMED DIAMETER MM ORMAL DIMEIO AREA MM 2 PERIMETER MM MA KG/M R R0 D R2 D R6 D R20 D R25 D D D D HADLIG HARATERITI Rebedig Weldig Threadig ertified to A/Z 467 MAUFATURIG PROE EIMI 500E MA Yes with reheatig ad followig correct rocedure. Yes followig correct rocedure. Yes loss of stregth roortioal to loss of cross-sectioal area. Yes log-term qualit assured. eismic 500E MA this is a bar maufactured b the microallo rocess where vaadium is added to the bar to give stregth ad ductilit. B followig the correct rocedure a microallo bar ca be rebet, welded, threaded or galvaised without chagig the mechaical roerties of the bar. The bar itself ca be recogised b its deformatios ad the words eismic 500E MA. MEH EIMI A/Z 467:200 EIMI E WIRE IZE MA RO-ETIOAL AREA YIELD TRE ( 500MPA) MIIMUM WELD HEAR E62 6.mm kg/m2 46 mm2/m width 73 k/m width 743 kg force E62res 6.mm kg/m2 46 mm2/m width 73 k/m width 743 kg force E72 7.0mm kg/m2 92 mm2/m width 96 k/m width 982 kg force E82 mm kg/m2 25 mm2/m width 25 k/m width 282 kg force E92 9.0mm kg/m2 38 mm2/m width 59 k/m width 623 kg force tadard sheet size is 2440mm 600mm (2.76m2 effective cover) with E62res sheet size beig 2440mm 4900mm (0.2 m2 effective cover). Miimum uiform elogatio = 0%. Ratio Ultimate/Yield: 5% 40%. EIMI E LAP EIMI E DIAMETER AD PAIG 225mm 200mm Diameter: E62 6.mm E62res 6.mm E72 7.0mm E82 mm E92 9.0mm 200mm 200mm MEH EIMI TADARD GRADE YIELD TRE ULTIMATE YIELD RATIO UIFORM ELOGATIO A/Z 467:200 MA G500E 500MPA 5% 0% 50% WELD HEAR 24 DIMEIO AD PROPERTIE HADBOOK

25 DURAGAL PLATIUM EQUAL AGLE X- AD Y-AXE DIMEIO AD FULL ETIO PROPERTIE A/Z 4600 DIMEIO ETIO PROPERTIE Desigatio Mass Iside oordiates Full Leg ize omial er metre Actual thickess corer radius of cetroid area of sectio About -ais About -ais b b 2 thickess t r i = 4 2 = 3 5 A f I Z = Z 4 r I Z 2 = Z 3 Z 5 r mm mm mm kg/m mm mm mm mm mm mm mm mm mm 3 mm 0 6 mm mm mm mm 3 mm A 5.0 A A 5.0 A A A A A 5.0 A F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. A = old-formed agle. otes:. teel grade L0/L0/350L0 (for t < 2.5 mm f = 350 MPa ad fu = MPa, for 2.5 mm < t < mm f = MPa ad fu = 500 MPa, ad for t > mm f = MPa ad fu = MPa) b t b 2 r i α = DURAGAL PLATIUM EQUAL AGLE X- AD Y-AXE DIMEIO AD FULL ETIO PROPERTIE A/Z 4600 b t b 2 r i 2 5 α = DIMEIO ETIO PROPERTIE Desigatio Mass Iside oordiates Full Leg ize omial er metre Actual thickess corer radius of cetroid area of sectio About -ais About -ais b b 2 thickess t r i = 4 2 = 3 5 A f I Z = Z 4 r I Z 2 = Z 3 Z 5 r mm mm mm kg/m mm mm mm mm mm mm mm mm mm 3 mm 0 6 mm mm mm mm 3 mm A A 5.0 A A A 5.0 A A A 5.0 A A 2.5 A A 2.5 A A 2.5 A A F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. otes:. teel grade L0/L0/350L0 (for t < 2.5 mm f = 350 MPa ad fu = MPa, for 2.5 mm < t < mm f = MPa ad fu = 500 MPa, ad for t > mm f = MPa ad fu = MPa). 2. Full sectio roerties are calculated i accordace with A/Z

26 DURAGAL PLATIUM EQUAL AGLE - AD P-AXE DIMEIO AD FULL-ETIO PROPERTIE A/Z 4600 b t b b22 r i T B T L L B R R Leg b Desigatio ize b 2 omial thickess Mass er metre Actual thickess Product of 2d momet of area mm mm mm kg/m mm mm mm mm mm mm mm mm mm 3 mm 0 6 mm A 5.0 A A 5.0 A A A A A 5.0 A DIMEIO ETIO PROPERTIE Iside corer radius oordiates of cetroid Full area of sectio About - ad -aes t r i B= L T= R Af I = I Z B= Z L Z T= Z R = r = r I F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. otes:. teel grade L0/L0/350L0 (for t < 2.5 mm f = 350 MPa ad fu = MPa, for 2.5 mm < t < mm f = MPa ad fu = 500 MPa, ad for t > mm f = MPa ad fu = MPa) DURAGAL PLATIUM EQUAL AGLE - AD P-AXE DIMEIO AD FULL-ETIO PROPERTIE A/Z 4600 b t b b22 r i T B L T L B R R DIMEIO ETIO PROPERTIE Desigatio Mass Iside oordiates Full Product of Leg ize omial er metre Actual thickess corer radius of cetroid area of sectio About - ad -aes 2d momet of area b b 2 thickess t r i B= L T = R A f I = I Z B = Z L Z T = Z R = r = r I mm mm mm kg/m mm mm mm mm mm mm mm mm mm 3 mm 0 6 mm A A 5.0 A A A 5.0 A A A 5.0 A A 2.5 A A 2.5 A A 2.5 A A F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. otes:. teel grade L0/L0/350L0 (for t < 2.5 mm f = 350 MPa ad fu = MPa, for 2.5 mm < t < mm f = MPa ad fu = 500 MPa, ad for t > mm f = MPa ad fu = MPa) DIMEIO AD PROPERTIE HADBOOK

27 DURAGAL PLATIUM EQUAL AGLE X- AD Y-AXE EFFETIVE ETIO PROPERTIE A/Z 4600 b t b 2 r o DIMEIO RATIO GRADE EFFETIVE ETIO PROPERTIE Desigatio Mass Outside Yield Effective er Actual corer Leg ize metre thickess radius b - r o b 2 - r stress area of omial o sectio A e About -ais About -ais b b 2 thickess t r o t t f A e A f I e = I e4 Z e = Z e4 I e2,3 Z e2,3 I e5 Z e5 mm mm mm kg/m mm mm MPa mm mm mm mm mm mm mm A 5.0 A A 5.0 A A A A A 5.0 A F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes otes:. teel grade L0/L0/350L0 (for t < 2.5 mm f = 350 MPa ad fu = MPa, for 2.5 mm < t < mm f = MPa ad fu = 500 MPa, ad for t > mm f = MPa ad fu = MPa). 2. Ae is calculated for sectios with uiform aial comressive stress f. 3. Ie ad Ze are calculated with the etreme comressio or tesio fibres at f (first ield). Ze is calculated at the etreme tesio or comressio fibre of the effective sectio. 4. Ie ad Ze are for comressio at oit ; Ie4 ad Ze4 are for comressio at oit 4 ; Ie2,3 ad Ze2,3 are for comressio at oits 2 ad 3 ; Ie5 ad Ze5 are for comressio at oit 5. 2 t DURAGAL PLATIUM EQUAL AGLE X- AD Y-AXE EFFETIVE ETIO PROPERTIE A/Z b b 2 r o DIMEIO RATIO GRADE EFFETIVE ETIO PROPERTIE Desigatio Mass Outside Yield Effective er Actual corer Leg ize metre thickess radius b - r o b 2 - r stress area of omial o sectio A e About -ais About -ais b b 2 thickess t r o t t f A e A f I e = I e4 Z e = Z e4 I e2,3 Z e2,3 I e5 Z e5 mm mm mm kg/m mm mm MPa mm mm mm mm mm mm mm A A 5.0 A A A 5.0 A A A 5.0 A A 2.5 A A 2.5 A A 2.5 A F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes otes:. teel grade L0/L0/350L0 (for t < 2.5 mm f = 350 MPa ad fu = MPa, for 2.5 mm < t < mm f = MPa ad fu = 500 MPa, ad for t > mm f = MPa ad fu = MPa). 2. Ae is calculated for sectios with uiform aial comressive stress f. 3. Ie ad Ze are calculated with the etreme comressio or tesio fibres at f (first ield). Ze is calculated at the etreme tesio or comressio fibre of the effective sectio. 4. Ie ad Ze are for comressio at oit ; Ie4 ad Ze4 are for comressio at oit 4 ; Ie2,3 ad Ze2,3 are for comressio at oits 2 ad 3 ; Ie5 ad Ze5 are for comressio at oit A

28 DURAGAL PLATIUM EQUAL AGLE - AD P-AXE EFFETIVE ETIO PROPERTIE A/Z 4600 b t r o b b22 L T B R DIMEIO RATIO GRADE EFFETIVE ETIO PROPERTIE Desigatio Mass Outside Yield Effective er Actual corer Leg ize metre thickess radius b - r o b 2 - r stress area of omial o sectio A e About - ad -ais b b 2 thickess t r o t t f A e A f I et = I er Z et = Z er I eb = I el Z eb = Z el mm mm mm kg/m mm mm MPa mm mm mm mm mm A 5.0 A A 5.0 A A A A A 5.0 A F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. otes:. teel grade L0 / L0 / 350L0 (for t < 2.5mm f = 350 MPa ad fu = MPa, for 2.5mm < t < mm f = MPa ad fu = 500 MPa, ad for t > mm f = MPa ad fu = MPa). 2. Ae is calculated for sectios with uiform aial comressive stress f. 3. Ie ad Ze are calculated with the etreme comressio or tesio fibres at f (first ield). Ze is calculated at the etreme tesio or comressio fibre of the effective sectio. 4. IeT ad ZeT are for comressio at oit T ; IeB ad ZeB are for comressio at oit B ; IeR ad ZeR are for comressio at oit R ; IeL ad ZeL are for comressio at oit L. DURAGAL PLATIUM EQUAL AGLE - AD P-AXE EFFETIVE ETIO PROPERTIE A/Z 4600 b t b b22 r o L T B R DIMEIO RATIO GRADE EFFETIVE ETIO PROPERTIE Desigatio Mass Outside Yield Effective er Actual corer Leg ize metre thickess radius b - r o b 2 - r stress area of omial o sectio A e About - ad - ais b b 2 thickess t r o t t f A e A f I et = I er Z et = Z er I eb = I el Z eb = Z el mm mm mm kg/m mm mm MPa mm mm mm mm mm A A 5.0 A A A 5.0 A A A 5.0 A A 2.5 A A 2.5 A A 2.5 A F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. otes:. teel grade L0 / L0 / 350L0 (for t < 2.5mm f = 350 MPa ad fu = MPa, for 2.5mm < t < mm f = MPa ad fu = 500 MPa, ad for t > mm f = MPa ad fu = MPa). 2. Ae is calculated for sectios with uiform aial comressive stress f. 3. Ie ad Ze are calculated with the etreme comressio or tesio fibres at f (first ield). Ze is calculated at the etreme tesio or comressio fibre of the effective sectio. 4. IeT ad ZeT are for comressio at oit T ; IeB ad ZeB are for comressio at oit B ; IeR ad ZeR are for comressio at oit R ; IeL ad ZeL are for comressio at oit L A DIMEIO AD PROPERTIE HADBOOK

29 DURAGAL PLATIUM EQUAL AGLE X- AD Y-AXE ETIO PROPERTIE FOR MEMBER TABILITY A/Z 4600 α = 45 Desigatio Mass Torsio oordiate Polar radius of Moosmmetr er costat of gratio about the sectio Leg ize omial metre shear cetre shear cetre costat b b 2 thickess J 0 r 0 ß hear etre o mm mm mm kg/m 0 3 mm 4 mm mm mm A 5.0 A A 5.0 A A A A A 5.0 A A A 5.0 A A A 5.0 A A A 5.0 A A 2.5 A A 2.5 A A 2.5 A A F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. otes:. teel grade L0/L0/350L0 (for t < 2.5 mm f = 350 MPa ad fu = MPa, for 2.5 mm < t < mm f = MPa ad fu = 500 MPa, ad for t > mm f = MPa ad fu = MPa). 2. With the ecetio of J, roerties are calculated assumig a simlified shae where the beds are elimiated ad the sectio is rereseted b straight mid-lies i accordace with lause of A/Z ß is zero for equal agles. 4. Iw is equal to zero for agles. 5. The shear cetre is assumed to be located at the itersectio of the cetre lies of the agle legs. 29

30 DURAGAL PLATIUM HAEL X- AD Y-AXE DIMEIO AD FULL ETIO PROPERTIE A/Z 4600 d t d 2t L r i R b f L DIMEIO ETIO PROPERTIE Desigatio Mass Iside Deth oordiates Full er Actual corer betwee of area of metre thickess radius flages cetroid sectio About -ais About -ais omial d b f thickess t r i d - 2t L A f I Z r I Z R Z L r mm mm mm kg/m mm mm mm mm mm mm mm mm 3 mm 0 6 mm mm mm mm 3 mm F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. otes:. teel grade L0/L0 (for t < mm f = MPa ad fu = 500 MPa, ad for t > mm f = MPa ad fu = MPa) DURAGAL PLATIUM HAEL X- AD Y-AXE EFFETIVE ETIO PROPERTIE A/Z 4600 d t d 2t L r o R b f F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. = old-formed chael. otes: DIMEIO RATIO GRADE EFFETIVE ETIO PROPERTIE Desigatio Mass Outside Deth Yield Effective er Actual corer betwee stress area of metre thickess radius flages (d-2r o ) (b-r o ) d e b e A e sectio About -ais About -ais omial d b f thickess t r o d - 2t t t (d-2r o ) (b-r o ) A f f A e I e Z e I er Z er I el Z el mm mm mm kg/m mm mm mm MPa mm mm mm mm mm mm mm teel grade L0/L0 (for t < mm f = MPa ad fu = 500 MPa, ad for t > mm f = MPa ad fu = MPa). 2. ad be are the effective widths of the web ad flage resectivel. 3. de, be ad Ae are calculated for sectios with uiform aial comressive stress f. 4. IeL ad ZeL are for comressio at oit L ; IeR ad ZeR are for comressio at oit R DIMEIO AD PROPERTIE HADBOOK

31 DURAGAL PLATIUM HAEL X- AD Y-AXE ETIO PROPERTIE FOR MEMBER TABILITY A/Z 4600 hear etre o Desigatio Mass er metre Torsio costat Warig costat oordiate of shear cetre Polar radius of gratio about the shear cetre Moosmmetr sectio costats omial d b f thickess J I w 0 r 0 ß mm mm mm kg/m 0 3 mm mm 6 mm mm mm F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. otes:. teel grade L0/L0 (for t < mm f = MPa ad fu = 500 MPa, ad for t > mm f = MPa ad fu = MPa). 2. With the ecetio of J, roerties are calculated assumig a simlified shae where the beds are elimiated ad the sectio is rereseted b straight mid-lies i accordace with lause of A/Z ß is zero for chaels. DURAGAL PLATIUM FLAT X- AD Y-AXE AD BAELIE AXI DIMEIO AD FULL ETIO PROPERTIE A/Z 4600 DIMEIO GRADE ETIO PROPERTIE Desigatio Mass Yield Full Torsio er Actual stress area of About costat Width omial metre thickess sectio -ais About -ais About -ais w thickess t f A f I I Z r I Z r J mm mm kg/m mm MPa mm mm mm mm mm 3 mm 0 6 mm mm mm 3 mm 0 3 mm 4 F 5.0 F 250 F 5.0 F 200 F F 5.0 F 50 F F 5.0 F F F F 5.0 F F F F F F F F F w t F These items are ot commol stocked but are available o idet. A miimum order quatit ma al o some sizes. F = old-formed flats. otes:. teel grade L0/350L0 (for t < mm f = MPa ad fu = MPa, ad for t > mm f = 350 MPa ad fu = MPa). 3

32 32 DIMEIO AD PROPERTIE HADBOOK

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