Arcelor ACB Beams

6
Arcelor Cellular Beams ® Free up some space!

description

steel beams

Transcript of Arcelor ACB Beams

Page 1: Arcelor ACB Beams

ArcelorCellular Beams®Tools to assist in your project design

• 50 abacs for initial project calculationThese abacs can be used to determine the appropriate ACB® beam section as a function of span, load, version, concrete quality and slab thickness.

Mixed steel-concrete section - Basic sections IPE & HE - Version S355 - S = 1.5 x aoConcrete C25/30 - Slab thickness = 12 cm

A

B

C

D

E

F

G

H

I

J

K

IPE 300-HEA 280 (ao=260, S=390, H=388)

IPE 330-HEA 300 (ao=280, S=420, H=422)

IPE 360-HEA 340 (ao=310, S=465, H=470)

IPE 400-HEA 400 (ao=350, S=525, H=537)

IPE 450-HEA 450 (ao=400, S=600, H=609)

IPE 500-HEA 550 (ao=480, S=720, H=719)

IPE 550-HEA 650 (ao=560, S=840, H=828)

IPE 600-HEA 800 (ao=640, S=960, H=963)

IPE 500-HEB 550 (ao=480, S=720, H=724)

IPE 550-HEB 650 (ao=560, S=840, H=833)

IPE 600-HEB 800 (ao=640, S=960, H=968)

0

20

40

60

80

100

120

140

160

180

200

6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

Cha

rge

ultim

e q

= (1

,35

G +

1,5

Q) x

B (k

N/m

)

Portée (m)

A BC

D

E

F

IG

J

HK

• ACB software for optimised designThis design and calculation tool has been devised to enable you to take full advantage of the formidable potential of ACB® beams. It is available to design consultants and architects on our Web-site www.sections.arcelor.com and on request.

• A technical brochure and Web-site to assist youA technical brochure, prepared by Arcelor Sections, gives details of the uses and calculation of ACB® cellular beams.

It is available on request or on our Web-site, www.sections.arcelor.com. This Web-site also makes special software and calculation tools available.

• A Technical Assistance team to meet your needsWe have engineers available to answer your questions, especially regarding the design of structural elements, constructional details, surface treatment, fi re protection, metallurgy or welding and to assist in realising jointing with new or existing structures.

Toyota Garage, Cologne (DE)

Phot

o cr

edits

: Arc

elor

• E

ditio

n 20

06-1

Complete and accessible documentation

Free up some space!

Arcelor Sections’ calculation software

Ulti

mat

e lo

ad q

u =

(1.3

5 G

+ 1

.5 Q

) x

B (k

N/m

)

Span (m)

Our Marketing and Technical Assistance team is ready to provide you with advice free of charge on the calculation of projects. Calculation software can also be downloaded on www.sections.arcelor.com

ISO 9001

The production and marketing of ARCELOR Sections products are ISO 9001 certifi ed.

All production comes from an integral electric line, which is ISO 14001 certifi edand thus guarantees environmentally friendly manufacturing and consistent quality. The end material is 100% recyclable.

The ARCELOR Sections hot-rolled products carry CE marking in accordance with EN 10025-1: 2004.

www.sections.arcelor.com

Page 2: Arcelor ACB Beams

IMD - New meeting Place, Lausanne (CH)

Spans of 10 to 45 m for roof supports!

Arcelor Cellular Beams®

Advantages for constructional creativityDesign, space-gain, feelings for detail and functionality are among the decisive advantages of ACB® cellular beams for fl oors and deckings.

• Aesthetics ACB® beams make it possible to create slender, aesthetically pleasing and functional structures that allow greater freedom of design and imagination.

• Lightness Choosing ACB® beams reduces constructional height, the number of beams, the size of the foundations and many physical constraints, leading to signifi cantly lighter structures.

• Savings The savings in weight and height, the customised prefabrication (and consequent limitation of cutting on site), the reduced assembly time and the rapid installation of utilities are real economies that considerably reduce construction costs.

• Speed The just-in-time delivery to the site of ACB® beams and the speed of assembly without sacrifi cing safety are major advantages.

Football Club Training Academy, Liverpool (UK)St Andrews Car Park, Norwich (UK)

Sports Centre, Limassol (CY)

Banque Populaire, Kirchberg (LU)Crédit Lyonnais, Paris (FR)

Infi nite possible combinationsDepending on the desired objective, stiffness or high load bearing capacity and according to the application, there are infi nite possible combinations.

Starting from one or two basic sections, ACB® beams offer a multitude of geometrical confi gurations in terms of diameters, spacings and openings, up to 1.60 metres in height.

Manufacture: the perfect technical answer to all your requirementsACB® cellular beams are manufactured from H or I hot rolled steel sections by cutting the web and reassembling by welding the two sections tip to tip or with the addition of intermediate fl ats. This method of manufacture has been patented.

All the process steps for manufacturing and customised part-fi nishing of ACB® cellular beams are brought together in as single process fl ow: bending/arching, cambering, manufacture of hybrid or variable stiffness beams, ...This type of manufacture allows precise adjustment of the height of the beam.

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

• Manufacture of an ACB® beam

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

• Example of ACB® beam with extended opening • Example of ACB® beam with blocked opening

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

Integration of all process steps

Manufacture of cellular beams

Portée L (m)0 10 20 30 40 50

1,8

1,6

1,4

1,2

1

0,8

0,6

0,4

0,2

0

Hau

teur

H d

e la

pou

trel

le A

CB®

(m

)

Portée L (m)0 10 20 30 40 50

1,8

1,6

1,4

1,2

1

0,8

0,6

0,4

0,2

0

Hau

teur

H d

e la

pou

trel

le A

CB

® (

m)

Portée L (m)0 5 10 15 20 25 30 35

1,4

1,2

1

0,8

0,6

0,4

0,2

0

Hau

teur

H d

e la

pou

trel

le A

CB

®

Poutre ACB® mixteEspacement B=2,5 à 3 mètres

Portée L (m)0 10 20 30 40 50

1,8

1,6

1,4

1,2

1

0,8

0,6

0,4

0,2

0

Hau

teur

H d

e la

pou

trel

le A

CB®

(m

)

ACB® de plancher métallique

ACB® de couverture

Portée L (m)0 5 10 15 20 25 30 35

1,4

1,2

1

0,8

0,6

0,4

0,2

0

Hau

teur

H d

e la

pou

trel

le A

CB®

(m

)

Spans <12 m >12 m

Without service duct ★ ★★

With one service duct ★★ ★★★

With many service ducts ★★★ ★★★

Spans of 8 to 25 m for fl oors!

• Floors, optimisation of the load/weight ratio

Profil de départ (hauteur h)Poutrelle ACB® (hauteur H)

Profil de départ (hauteur h)Poutrelle ACB® (hauteur H)

h

S

aoH

To gain space

★ : suitable ★★ : very suitable ★★★ : ideally suitable

Spans ≤ 20 m 20 - 40 m > 40 m

Straight span ★ ★★

Span with arched beams ★ ★★ ★★★

Beam on simple support ★★ ★★★ ★★★

Arched beam on simple support ★★★ ★★★ ★★★

Height of ACB® beam as a function of span

Offi ce Building Service, Bonnevoie (LU)

Cactus Shopping Centre, Esch/Alzette (LU)

ACB® steel-concrete mixed solution. Spacing between joists of 2.5 to 3 m

Height of ACB® beam as a function of span

★ : suitable ★★ : very suitable ★★★ : ideally suitable

Profil de départ (hauteur h)Poutrelle ACB® (hauteur H)

Profil de départ (hauteur h)Poutrelle ACB® (hauteur H)

h

S

aoH

• Roofs, optimisation of the height/weight ratioSmith Knight Fay garage, Stockport (UK)

Daimler Chrysler production Hall, Stuttgart (DE)

Footbridge, Belval (LU)

• Example of an ACB® beam with variable stiffness. Long cantilevers (stadium stand, ...), continuous beams (footbridges,...), gantry cross-beams.

ao = 0.8 to 1.1 h • S = 1.2 to 1.7 ao • H = 1.3 to 1.4 h • Commonly used versions: HISTAR® 355 (S355), HISTAR® 460 (S460)

ao = 1.0 to 1.3 h • S = 1.1 to 1.3 ao • H = 1.4 to 1.6 h • Commonly used versions: S235, HISTAR® 355 (S355)

Hei

ght,

H, o

f AC

B® b

eam

(m

)

Span, L (m)

Hei

ght,

H, o

f AC

B® b

eam

(m

)

Span, L (m)

Hei

ght,

H, o

f AC

B® b

eam

(m

)

Span, L (m)

Starting section (height h)ACB® beam (height H)

Starting section (height h)ACB® beam (height H)

Stage 1: fl ame cutting Stage 2: separation of Ts Stage 3: reassembly - welding

Page 3: Arcelor ACB Beams

IMD - New meeting Place, Lausanne (CH)

Spans of 10 to 45 m for roof supports!

Arcelor Cellular Beams®

Advantages for constructional creativityDesign, space-gain, feelings for detail and functionality are among the decisive advantages of ACB® cellular beams for fl oors and deckings.

• Aesthetics ACB® beams make it possible to create slender, aesthetically pleasing and functional structures that allow greater freedom of design and imagination.

• Lightness Choosing ACB® beams reduces constructional height, the number of beams, the size of the foundations and many physical constraints, leading to signifi cantly lighter structures.

• Savings The savings in weight and height, the customised prefabrication (and consequent limitation of cutting on site), the reduced assembly time and the rapid installation of utilities are real economies that considerably reduce construction costs.

• Speed The just-in-time delivery to the site of ACB® beams and the speed of assembly without sacrifi cing safety are major advantages.

Football Club Training Academy, Liverpool (UK)St Andrews Car Park, Norwich (UK)

Sports Centre, Limassol (CY)

Banque Populaire, Kirchberg (LU)Crédit Lyonnais, Paris (FR)

Infi nite possible combinationsDepending on the desired objective, stiffness or high load bearing capacity and according to the application, there are infi nite possible combinations.

Starting from one or two basic sections, ACB® beams offer a multitude of geometrical confi gurations in terms of diameters, spacings and openings, up to 1.60 metres in height.

Manufacture: the perfect technical answer to all your requirementsACB® cellular beams are manufactured from H or I hot rolled steel sections by cutting the web and reassembling by welding the two sections tip to tip or with the addition of intermediate fl ats. This method of manufacture has been patented.

All the process steps for manufacturing and customised part-fi nishing of ACB® cellular beams are brought together in as single process fl ow: bending/arching, cambering, manufacture of hybrid or variable stiffness beams, ...This type of manufacture allows precise adjustment of the height of the beam.

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

• Manufacture of an ACB® beam

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

• Example of ACB® beam with extended opening • Example of ACB® beam with blocked opening

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

Integration of all process steps

Manufacture of cellular beams

Portée L (m)0 10 20 30 40 50

1,8

1,6

1,4

1,2

1

0,8

0,6

0,4

0,2

0

Hau

teur

H d

e la

pou

trel

le A

CB®

(m

)

Portée L (m)0 10 20 30 40 50

1,8

1,6

1,4

1,2

1

0,8

0,6

0,4

0,2

0

Hau

teur

H d

e la

pou

trel

le A

CB

® (

m)

Portée L (m)0 5 10 15 20 25 30 35

1,4

1,2

1

0,8

0,6

0,4

0,2

0

Hau

teur

H d

e la

pou

trel

le A

CB

®

Poutre ACB® mixteEspacement B=2,5 à 3 mètres

Portée L (m)0 10 20 30 40 50

1,8

1,6

1,4

1,2

1

0,8

0,6

0,4

0,2

0

Hau

teur

H d

e la

pou

trel

le A

CB®

(m

)

ACB® de plancher métallique

ACB® de couverture

Portée L (m)0 5 10 15 20 25 30 35

1,4

1,2

1

0,8

0,6

0,4

0,2

0

Hau

teur

H d

e la

pou

trel

le A

CB®

(m

)

Spans <12 m >12 m

Without service duct ★ ★★

With one service duct ★★ ★★★

With many service ducts ★★★ ★★★

Spans of 8 to 25 m for fl oors!

• Floors, optimisation of the load/weight ratio

Profil de départ (hauteur h)Poutrelle ACB® (hauteur H)

Profil de départ (hauteur h)Poutrelle ACB® (hauteur H)

h

S

aoH

To gain space

★ : suitable ★★ : very suitable ★★★ : ideally suitable

Spans ≤ 20 m 20 - 40 m > 40 m

Straight span ★ ★★

Span with arched beams ★ ★★ ★★★

Beam on simple support ★★ ★★★ ★★★

Arched beam on simple support ★★★ ★★★ ★★★

Height of ACB® beam as a function of span

Offi ce Building Service, Bonnevoie (LU)

Cactus Shopping Centre, Esch/Alzette (LU)

ACB® steel-concrete mixed solution. Spacing between joists of 2.5 to 3 m

Height of ACB® beam as a function of span

★ : suitable ★★ : very suitable ★★★ : ideally suitable

Profil de départ (hauteur h)Poutrelle ACB® (hauteur H)

Profil de départ (hauteur h)Poutrelle ACB® (hauteur H)

h

S

aoH

• Roofs, optimisation of the height/weight ratioSmith Knight Fay garage, Stockport (UK)

Daimler Chrysler production Hall, Stuttgart (DE)

Footbridge, Belval (LU)

• Example of an ACB® beam with variable stiffness. Long cantilevers (stadium stand, ...), continuous beams (footbridges,...), gantry cross-beams.

ao = 0.8 to 1.1 h • S = 1.2 to 1.7 ao • H = 1.3 to 1.4 h • Commonly used versions: HISTAR® 355 (S355), HISTAR® 460 (S460)

ao = 1.0 to 1.3 h • S = 1.1 to 1.3 ao • H = 1.4 to 1.6 h • Commonly used versions: S235, HISTAR® 355 (S355)

Hei

ght,

H, o

f AC

B® b

eam

(m

)

Span, L (m)

Hei

ght,

H, o

f AC

B® b

eam

(m

)

Span, L (m)

Hei

ght,

H, o

f AC

B® b

eam

(m

)

Span, L (m)

Starting section (height h)ACB® beam (height H)

Starting section (height h)ACB® beam (height H)

Stage 1: fl ame cutting Stage 2: separation of Ts Stage 3: reassembly - welding

Page 4: Arcelor ACB Beams

IMD - New meeting Place, Lausanne (CH)

Spans of 10 to 45 m for roof supports!

Arcelor Cellular Beams®

Advantages for constructional creativityDesign, space-gain, feelings for detail and functionality are among the decisive advantages of ACB® cellular beams for fl oors and deckings.

• Aesthetics ACB® beams make it possible to create slender, aesthetically pleasing and functional structures that allow greater freedom of design and imagination.

• Lightness Choosing ACB® beams reduces constructional height, the number of beams, the size of the foundations and many physical constraints, leading to signifi cantly lighter structures.

• Savings The savings in weight and height, the customised prefabrication (and consequent limitation of cutting on site), the reduced assembly time and the rapid installation of utilities are real economies that considerably reduce construction costs.

• Speed The just-in-time delivery to the site of ACB® beams and the speed of assembly without sacrifi cing safety are major advantages.

Football Club Training Academy, Liverpool (UK)St Andrews Car Park, Norwich (UK)

Sports Centre, Limassol (CY)

Banque Populaire, Kirchberg (LU)Crédit Lyonnais, Paris (FR)

Infi nite possible combinationsDepending on the desired objective, stiffness or high load bearing capacity and according to the application, there are infi nite possible combinations.

Starting from one or two basic sections, ACB® beams offer a multitude of geometrical confi gurations in terms of diameters, spacings and openings, up to 1.60 metres in height.

Manufacture: the perfect technical answer to all your requirementsACB® cellular beams are manufactured from H or I hot rolled steel sections by cutting the web and reassembling by welding the two sections tip to tip or with the addition of intermediate fl ats. This method of manufacture has been patented.

All the process steps for manufacturing and customised part-fi nishing of ACB® cellular beams are brought together in as single process fl ow: bending/arching, cambering, manufacture of hybrid or variable stiffness beams, ...This type of manufacture allows precise adjustment of the height of the beam.

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

• Manufacture of an ACB® beam

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

• Example of ACB® beam with extended opening • Example of ACB® beam with blocked opening

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

Renforcement du montant

Etape 2 : séparation des tés

Etape 1 : oxycoupage

Etape 3 : réassemblage - soudage

Réalisation des assemblages

ao

Integration of all process steps

Manufacture of cellular beams

Portée L (m)0 10 20 30 40 50

1,8

1,6

1,4

1,2

1

0,8

0,6

0,4

0,2

0

Hau

teur

H d

e la

pou

trel

le A

CB®

(m

)

Portée L (m)0 10 20 30 40 50

1,8

1,6

1,4

1,2

1

0,8

0,6

0,4

0,2

0

Hau

teur

H d

e la

pou

trel

le A

CB

® (

m)

Portée L (m)0 5 10 15 20 25 30 35

1,4

1,2

1

0,8

0,6

0,4

0,2

0

Hau

teur

H d

e la

pou

trel

le A

CB

®

Poutre ACB® mixteEspacement B=2,5 à 3 mètres

Portée L (m)0 10 20 30 40 50

1,8

1,6

1,4

1,2

1

0,8

0,6

0,4

0,2

0

Hau

teur

H d

e la

pou

trel

le A

CB®

(m

)

ACB® de plancher métallique

ACB® de couverture

Portée L (m)0 5 10 15 20 25 30 35

1,4

1,2

1

0,8

0,6

0,4

0,2

0

Hau

teur

H d

e la

pou

trel

le A

CB®

(m

)

Spans <12 m >12 m

Without service duct ★ ★★

With one service duct ★★ ★★★

With many service ducts ★★★ ★★★

Spans of 8 to 25 m for fl oors!

• Floors, optimisation of the load/weight ratio

Profil de départ (hauteur h)Poutrelle ACB® (hauteur H)

Profil de départ (hauteur h)Poutrelle ACB® (hauteur H)

h

S

aoH

To gain space

★ : suitable ★★ : very suitable ★★★ : ideally suitable

Spans ≤ 20 m 20 - 40 m > 40 m

Straight span ★ ★★

Span with arched beams ★ ★★ ★★★

Beam on simple support ★★ ★★★ ★★★

Arched beam on simple support ★★★ ★★★ ★★★

Height of ACB® beam as a function of span

Offi ce Building Service, Bonnevoie (LU)

Cactus Shopping Centre, Esch/Alzette (LU)

ACB® steel-concrete mixed solution. Spacing between joists of 2.5 to 3 m

Height of ACB® beam as a function of span

★ : suitable ★★ : very suitable ★★★ : ideally suitable

Profil de départ (hauteur h)Poutrelle ACB® (hauteur H)

Profil de départ (hauteur h)Poutrelle ACB® (hauteur H)

h

S

aoH

• Roofs, optimisation of the height/weight ratioSmith Knight Fay garage, Stockport (UK)

Daimler Chrysler production Hall, Stuttgart (DE)

Footbridge, Belval (LU)

• Example of an ACB® beam with variable stiffness. Long cantilevers (stadium stand, ...), continuous beams (footbridges,...), gantry cross-beams.

ao = 0.8 to 1.1 h • S = 1.2 to 1.7 ao • H = 1.3 to 1.4 h • Commonly used versions: HISTAR® 355 (S355), HISTAR® 460 (S460)

ao = 1.0 to 1.3 h • S = 1.1 to 1.3 ao • H = 1.4 to 1.6 h • Commonly used versions: S235, HISTAR® 355 (S355)

Hei

ght,

H, o

f AC

B® b

eam

(m

)

Span, L (m)

Hei

ght,

H, o

f AC

B® b

eam

(m

)

Span, L (m)

Hei

ght,

H, o

f AC

B® b

eam

(m

)

Span, L (m)

Starting section (height h)ACB® beam (height H)

Starting section (height h)ACB® beam (height H)

Stage 1: fl ame cutting Stage 2: separation of Ts Stage 3: reassembly - welding

Page 5: Arcelor ACB Beams

ArcelorCellular Beams®Tools to assist in your project design

• 50 abacs for initial project calculationThese abacs can be used to determine the appropriate ACB® beam section as a function of span, load, version, concrete quality and slab thickness.

Mixed steel-concrete section - Basic sections IPE & HE - Version S355 - S = 1.5 x aoConcrete C25/30 - Slab thickness = 12 cm

A

B

C

D

E

F

G

H

I

J

K

IPE 300-HEA 280 (ao=260, S=390, H=388)

IPE 330-HEA 300 (ao=280, S=420, H=422)

IPE 360-HEA 340 (ao=310, S=465, H=470)

IPE 400-HEA 400 (ao=350, S=525, H=537)

IPE 450-HEA 450 (ao=400, S=600, H=609)

IPE 500-HEA 550 (ao=480, S=720, H=719)

IPE 550-HEA 650 (ao=560, S=840, H=828)

IPE 600-HEA 800 (ao=640, S=960, H=963)

IPE 500-HEB 550 (ao=480, S=720, H=724)

IPE 550-HEB 650 (ao=560, S=840, H=833)

IPE 600-HEB 800 (ao=640, S=960, H=968)

0

20

40

60

80

100

120

140

160

180

200

6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

Cha

rge

ultim

e q

= (1

,35

G +

1,5

Q) x

B (k

N/m

)

Portée (m)

A BC

D

E

F

IG

J

HK

• ACB software for optimised designThis design and calculation tool has been devised to enable you to take full advantage of the formidable potential of ACB® beams. It is available to design consultants and architects on our Web-site www.sections.arcelor.com and on request.

• A technical brochure and Web-site to assist youA technical brochure, prepared by Arcelor Sections, gives details of the uses and calculation of ACB® cellular beams.

It is available on request or on our Web-site, www.sections.arcelor.com. This Web-site also makes special software and calculation tools available.

• A Technical Assistance team to meet your needsWe have engineers available to answer your questions, especially regarding the design of structural elements, constructional details, surface treatment, fi re protection, metallurgy or welding and to assist in realising jointing with new or existing structures.

Toyota Garage, Cologne (DE)

Phot

o cr

edits

: Arc

elor

• E

ditio

n 20

06-1

Complete and accessible documentation

Free up some space!

Arcelor Sections’ calculation software

Ulti

mat

e lo

ad q

u =

(1.3

5 G

+ 1

.5 Q

) x

B (k

N/m

)

Span (m)

Our Marketing and Technical Assistance team is ready to provide you with advice free of charge on the calculation of projects. Calculation software can also be downloaded on www.sections.arcelor.com

ISO 9001

The production and marketing of ARCELOR Sections products are ISO 9001 certifi ed.

All production comes from an integral electric line, which is ISO 14001 certifi edand thus guarantees environmentally friendly manufacturing and consistent quality. The end material is 100% recyclable.

The ARCELOR Sections hot-rolled products carry CE marking in accordance with EN 10025-1: 2004.

www.sections.arcelor.com

Page 6: Arcelor ACB Beams

ArcelorCellular Beams®Tools to assist in your project design

• 50 abacs for initial project calculationThese abacs can be used to determine the appropriate ACB® beam section as a function of span, load, version, concrete quality and slab thickness.

Mixed steel-concrete section - Basic sections IPE & HE - Version S355 - S = 1.5 x aoConcrete C25/30 - Slab thickness = 12 cm

A

B

C

D

E

F

G

H

I

J

K

IPE 300-HEA 280 (ao=260, S=390, H=388)

IPE 330-HEA 300 (ao=280, S=420, H=422)

IPE 360-HEA 340 (ao=310, S=465, H=470)

IPE 400-HEA 400 (ao=350, S=525, H=537)

IPE 450-HEA 450 (ao=400, S=600, H=609)

IPE 500-HEA 550 (ao=480, S=720, H=719)

IPE 550-HEA 650 (ao=560, S=840, H=828)

IPE 600-HEA 800 (ao=640, S=960, H=963)

IPE 500-HEB 550 (ao=480, S=720, H=724)

IPE 550-HEB 650 (ao=560, S=840, H=833)

IPE 600-HEB 800 (ao=640, S=960, H=968)

0

20

40

60

80

100

120

140

160

180

200

6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

Cha

rge

ultim

e q

= (1

,35

G +

1,5

Q) x

B (k

N/m

)

Portée (m)

A BC

D

E

F

IG

J

HK

• ACB software for optimised designThis design and calculation tool has been devised to enable you to take full advantage of the formidable potential of ACB® beams. It is available to design consultants and architects on our Web-site www.sections.arcelor.com and on request.

• A technical brochure and Web-site to assist youA technical brochure, prepared by Arcelor Sections, gives details of the uses and calculation of ACB® cellular beams.

It is available on request or on our Web-site, www.sections.arcelor.com. This Web-site also makes special software and calculation tools available.

• A Technical Assistance team to meet your needsWe have engineers available to answer your questions, especially regarding the design of structural elements, constructional details, surface treatment, fi re protection, metallurgy or welding and to assist in realising jointing with new or existing structures.

Toyota Garage, Cologne (DE)

Phot

o cr

edits

: Arc

elor

• E

ditio

n 20

06-1

Complete and accessible documentation

Free up some space!

Arcelor Sections’ calculation software

Ulti

mat

e lo

ad q

u =

(1.3

5 G

+ 1

.5 Q

) x

B (k

N/m

)

Span (m)

Our Marketing and Technical Assistance team is ready to provide you with advice free of charge on the calculation of projects. Calculation software can also be downloaded on www.sections.arcelor.com

ISO 9001

The production and marketing of ARCELOR Sections products are ISO 9001 certifi ed.

All production comes from an integral electric line, which is ISO 14001 certifi edand thus guarantees environmentally friendly manufacturing and consistent quality. The end material is 100% recyclable.

The ARCELOR Sections hot-rolled products carry CE marking in accordance with EN 10025-1: 2004.

www.sections.arcelor.com