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Page 1: Kalzip Structural
Page 2: Kalzip Structural

Kalzip®

The ultimate increative freedomwith outstandingperformance

Page 3: Kalzip Structural

Contents

Total Capability

Kalzip Structural Deck & Cassette

Kalzip Structural Deck Material & Finishes

Kalzip Strucural Deck Section Properties

Deck Curving & Penetrations

Deck Side laps & end laps

Deck Fixings

Deck System details

Kalzip Structural Cassette

Kalzip Structural Cassette Section Properties

Cassette System Details & Dimension

Acoustics – Decking & Cassette

Perforated Decking Section Properties

Perforated Cassette Section Properties

Load Span Tables

Example of using Load Span Table

Kalzip® Structural

5

6

7

8

11

12

13

14

15

16

18

20

22

25

28

38

Project: National Conference Centre, Hanoi VietnamArchitect: GMP - Von Gerkan, Marg and Partner

Page 4: Kalzip Structural

Kalzip® Structural

04

Project: Jalan Besar Stadium, SingaporeArchitect: SAA Partnership

Page 5: Kalzip Structural

Kalzip® Structural

05

Total capabilityKalzip. The ultimate in creative freedom underpinned bysound system engineering, quality of manufacture andinstallation to guarantee outstanding performancethroughout the lifetime of the building.

The high performance capability of Kalzipis due to the fact that, as a multi-component system, it can be configuredto meet the most demanding ofspecifications. Over the years a wide rangeof products have been specially developedand tested for performance and systemcompatibility giving Kalzip supremeflexibility and versatility.

In addition, the accumulated experienceand expertise of the technical teamprovides the specifier with informedguidance when dealing with demandingapplications and a specially developedsoftware programme is employed toachieve project specific calculations.

Kalzip system - a unique propositionKalzip, now provides one source of design,manufacture, supply and controlledinstallation for the external buildingenvelope. By working as a dedicatedpartner with the design and project teamto test buildability, provide design solutionsand technical support and to guaranteethe quality of materials and workmanshipat every stage, we are offering anunbeatable proposition.

In addition to Kalzip standing seam roofing,the brand now embraces:

• Integrated facades• Louvres and solar shading• Smoke ventilation products• Bespoke fabrications - flashings,

rainwater goods, infill panels, etc

To find out more, contact:+65 6768 9081

The Kalzip aluminium standing seamroofing system is established as a worldleader with more than 60 million squaremetres installed over the past 30 years -an unbeatable track record of performance.

With thousands of Kalzip roofs nowentering their fourth decade, theoutstanding durability of the system hasbeen proven in all kinds of conditions -from typhoons in Asia Pacific through toheavy snow loading in northern Europeand the most corrosive urban, industrialand marine environments in the UK, Franceand Germany.

Page 6: Kalzip Structural

Kalzip® Structural

06

Kalzip structural deck and cassette

For enhanced acoustic absorption, deckingsheets and casettes can both be perforatedand each system can support mass, suchas increased insulation or board, whichmay be introduced for more rigorousacoustic specifications. See page 21 formore detail on acoustic performance.

Decking sheets can be smooth, crimp orarch curved. Both decking and cassettecan be supplied polyester coated in anyBS/RAL colour. For buildings with extremetemperature variations, a very effectiveanti-condensation coating can also beapplied.

This brochure presents the optionsavailable for the ‘inner skin’ of the Kalzipsystem covering:• Kalzip steel/aluminium structural

deck• Kalzip steel/aluminium structural

cassette

With a choice of steel or aluminium, aselection of profiles, gauges and sheetlengths – this range of products has beendeveloped to extend the versatility ofKalzip, making it suitable for a wide rangeof applications.

As a general rule, steel is cost effectiveand provides the optimum in loading andspanning capability; whereas aluminiumoffers exceptional durability in buildingswith high humidity levels such as swimmingpools and wet industrial process plants,e.g. paper mills.

Where structural deck and cassette areinstalled there is a reduced requirementfor secondary steelwork – the sheets spanbetween main steel rafters with the Kalzipouter sheet being fixed either directly tothe decking or onto top hat sub-purlinsrivetted to the decking.

For any requirements not covered by thespecifications detailed in this brochure,please contact our technical department.

Kalzip structural deck provides aneconomical solution for long spaninstallations. Structural cassette, whilstalso suitable for long spans, have theadditional benefit of providing a clean,flat interior surface with no visible fixings.Where required, for exceptionally longspans, both decking and cassette can beextended by the introduction of specialsections within the profiles.

Page 7: Kalzip Structural

0.71, 0.96, 1.21 & 1.460.75, 1.00, 1.25 & 1.50

Approx. 12000

85, 135 & 150

EC3 BS EN 1993-1-3

Hot-dip zinc coating (Z275) to BS EN 10346:2009

Paint finish

RAL 9002

Kalzip structural deck materials and finishes

Kalzip structural decking sheets aremanufactured from high grade steel toBS EN 10346:2009 or aluminium alloy.

Standard finishes for decking sheets,available on a short lead time are:

• Hot-dip galvanised, natural finish. Idealfor situations where the deck is not visible or where visual appearance is not critical.

• White polyester coated on hot-dip galvanised substrate. This finish ishighly durable, resists scratching and has good formability, suitable for exterior soffits.

A wide range of special colours can besupplied subject to order quantity andextended delivery. Alternative coatingssuch as PVdF or double-side polyurethaneare available to suit particularspecifications, e.g., swimming pools andwet industrial processes.

Materials

Dimensions (mm)

Steel Aluminium

Base metal thickness, BMTNominal thickness, NT

Profile length, L (mm)

Profile height, H (mm)

Load bearing capacity

Surface finishes

Metallic coating

Non-metallic coating

Colours

1.00, 1.25 & 1.50

Approx. 12000

85, 135 & 150

EC9 BS EN 1999-1-4

-

Paint finish

07

Kalzip® Structural

* Base metal thickness is the thickness of the metal substrate only. It does not include the surface finishes.* Nominal thickness = BMT + Metallic Coating

Supreme Court, Singapore

Page 8: Kalzip Structural

Kalzip® Structural

08

Kalzip structural deck section properties

Kalzip SD 85/280119.5 160.5

280

1120

40

84.5

t

R5

Product specifications

Spans generally up to 4mCover width 1,120mmMax. length 12.0mNominal thickness 0.75mm to 1.50mm

Material Section Properties - SD 85/280

Narrow flange under compression (mid span)

Bending momentMc, Rd

(kNm/m)

5.58

7.85

10.17

12.38

Effective momentof inertia, Ieff

(cm4/m)

79.71

118.02

159.15

196.00

Reaction capacity at intermediate,Rw, Rd (kN/m)Minimum support width of 40mm

12.05

22.27

35.33

51.16

Note:

1. Material & section properties for aluminium are calculated on project basic.2. Reaction capacity at end support is Rw, Rd/2.3. Section properties are calculated to EC3 BS EN 1993-1-3:2006.

Wide flange under compression (mid span)

Bending momentMc, Rd

(kNm/m)

4.58

7.07

9.67

11.89

Effective momentof inertia, Ieff

(cm4/m)

79.19

117.58

156.83

191.47

Reaction capacity at intermediate,Rw, Rd (kN/m)Minimum support width of 40mm

9.42

16.95

26.79

39.15

* Base metal thickness is the thickness of the metal substrate only. It does not include the surface finishes.* Nominal thickness = BMT + Metallic coating† Non-standard item

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

YieldstrengthFy(N/mm2)

320

320

320

320

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

Weight, w(kg/m2)

7.88

10.51

13.14

15.77

Nominalthickness,NT (mm)

0.75

1.00

1.25 †

1.50 †

Nominalthickness,NT (mm)

0.75

1.00

1.25 †

1.50 †

Page 9: Kalzip Structural

09

Kalzip® Structural

145 165

310

930

43

137

t

Kalzip SD 135/310

Product specifications

Spans generally up to 6mCover width 930mmMax. length 12.0mNominal thickness 0.75mm to 1.50mm

Material Section Properties - SD 135/310

Narrow flange under compression (mid span)

Bending momentMc, Rd

(kNm/m)

9.32

13.34

17.14

21.00

Effective momentof inertia, Ieff

(cm4/m)

199.07

300.83

397.97

500.25

Reaction capacity at intermediate,Rw, Rd (kN/m)Minimum support width of 40mm

11.00

21.97

34.62

49.93

Note:

1. Material & section properties for aluminium are calculated on project basic.2. Reaction capacity at end support is Rw, Rd/2.3. Section properties are calculated to EC3 BS EN 1993-1-3:2006.

Wide flange under compression (mid span)

Bending momentMc, Rd

(kNm/m)

7.31

11.24

15.41

19.26

Effective momentof inertia, Ieff

(cm4/m)

211.88

313.23

418.86

517.22

Reaction capacity at intermediate,Rw, Rd (kN/m)Minimum support width of 40mm

9.00

16.14

25.43

37.01

* Base metal thickness is the thickness of the metal substrate only. It does not include the surface finishes.* Nominal thickness = BMT + Metallic coating† Non-standard item

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

YieldstrengthFy(N/mm2)

320

320

320

320

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

Weight, w(kg/m2)

9.50

12.66

15.83

18.99

Nominalthickness,NT (mm)

0.75

1.00

1.25 †

1.50 †

Nominalthickness,NT (mm)

0.75

1.00

1.25 †

1.50 †

Page 10: Kalzip Structural

Kalzip® Structural

10

110 170

280

840

40

155

t

R6

Kalzip SD 150/280

Product specifications

Spans generally up to 8mCover width 840mmMax. length 12.0mNominal thickness 0.75mm to 1.50mm

Material Section Properties - SD 150/280

Narrow flange under compression (mid span)

Bending momentMc, Rd

(kNm/m)

10.85

16.27

21.56

26.51

Effective momentof inertia, Ieff

(cm4/m)

273.36

395.60

519.11

656.86

Reaction capacity at intermediate,Rw, Rd (kN/m)Minimum support width of 40mm

11.14

21.78

35.58

52.46

Note:

1. Material & section properties for aluminium are calculated on project basic.2. Reaction capacity at end support is Rw, Rd/2.3. Section properties are calculated to EC3 BS EN 1993-1-3:2006.

Wide flange under compression (mid span)

Bending momentMc, Rd

(kNm/m)

10.68

16.28

21.74

26.83

Effective momentof inertia, Ieff

(cm4/m)

318.80

467.13

612.19

749.12

Reaction capacity at intermediate,Rw, Rd (kN/m)Minimum support width of 40mm

10.82

20.05

32.81

49.90

* Base metal thickness is the thickness of the metal substrate only. It does not include the surface finishes.* Nominal thickness = BMT + Metallic coating† Non-standard item

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

YieldstrengthFy(N/mm2)

320

320

320

320

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

Weight, w(kg/m2)

10.52

14.02

17.52

21.03

Nominalthickness,NT (mm)

0.75

1.00

1.25 †

1.50 †

Nominalthickness,NT (mm)

0.75

1.00

1.25 †

1.50 †

Page 11: Kalzip Structural

Curving

Decking profile can be naturally curvedlongitudinally to the radii shown in thetable. It can also be curved in transversedirection as per the picture shown above.Please contact our technical departmentfor information.

Minimum natural longtitude curving radii (m) of decking profiles

Profile

Radii

SD85/280

130

SD135/310

200

SD150/280

220

PenetrationsSmall openingsSection A-A

Large openingsSection B-B

Penetrations less than 400 x 400mmSteel channel both sides of opening

Penetrations greater than 400 x 400mmSteel channel both sides of opening andtransverse steel channels between rafters

11

Kalzip® Structural

Page 12: Kalzip Structural

Kalzip® Structural

12

Side laps

Profile

SD85/280

SD135/310

SD150/280

Standard side lap arrangement

1120

930

840

Effective cover width

Effective cover width

Effective cover width

KalzipStandard lapSD85/280

End laps

In order to optimise the spanning capabilityof the decking profiles it is sometimesnecessary to introduce non-standardend-lap arrangements.

Standard end-lap arrangement Extended end-lap arrangement

‘Supported’ end-lap arrangement ‘Gerber’ method - used to simulate multi-span conditions

Where decks are required for diaphragm or stressed skinned functions we recommendthat you contact our technical department in order to clarify the fixing frequency andboxing in of the end and side lap details. Note there are limitations when using perforatedsteel decks, or any aluminium deck for stressed skin.

Page 13: Kalzip Structural

13

Kalzip® Structural

Fixings

Kalzip fastener for steel decking

Detail Application Frequency Fastener type Max. clampinglength, mm

SFSfastener code

Base Thickness,mm

Structural steeldecking sheet tomild steel rafters/purlins

As per designrequirements

5.5mm dia. Self drilling t = 1.5 - 5.0

t = 4.0 - 14.0

t = 2 - unlimited

12

14

15

SD5-H15-5.5x25

SD14-H15-5.5x30

TDB-S-S16-6-6.3x256.3mm dia. Self-tapping

Structural steeldecking sheetside-lap stitching

As per designrequirements

4.8mm dia. Self drilling t = < 2 2 SL2-4.8x20

Structural steeldecking sheetend-lap stitching

As per designrequirements

4.8mm dia. Self drilling t = < 2 2 SL2-4.8x20

Mild steel sub-purlin to structuraldecking

As per designrequirements

6.0mm dia. Self drilling t = 0.6 - 3.8mm 2 - 4 SL3/2-5-S-SV16-6.0x27

Kalzip AdvancedE-clip/ST-clip with5mm thk. thermalpad to structuralsteel decking

As per designrequirements

5.8mm dia. Self drilling

6.0mm dia. Self drilling

t = 1.2 - 2.0mm

t = 0.7 - 1.2mm

t = 1.3 - 3.2mm

18

6 - 18

6 - 13

SX2/18-A16-5.8x35

SDK2-S-377-6.0x35

SDK3-S377-6.0x30

Kalzip AdvancedE-clip/ST-clip with5mm thk. thermalpad to sub-purlin

As per designrequirements

5.8mm dia. Self drilling

6.0mm dia. Self drilling

t = 1.2 - 2.0mm

t = 1.3 - 3.2mm

18

6 - 13

SX2/18-A16-5.8x35

SDK3-S377-6.0x30

Kalzip fastener for aluminium decking

Detail Application Frequency Fastener type Max. clampinglength, mm

SFSfastener code

Base Thickness,mm

Structural aludecking sheet tomild steelrafters/purlins

As per designrequirements

5.5mm dia. Self drilling t = 1.5 - 5.0

t = 4.0 - 14.0

t = 2 - unlimited

8

12

15

SX5/8-S16-5.5x33

SX14/12-S16-5.5x40

TDB-S-S16-6-6.3x256.3mm dia. Self-tapping

Structural aludecking sheetside-lap stitching

As per designrequirements

4.8mm dia. Self drilling 2 SL2-S-S14-4.8x22

Structural aludecking sheetend-lap stitching

As per designrequirements

4.8mm dia. Self drilling 2 SL2-S-S14-4.8x22

Alu sub-purlin tostructural aludecking

As per designrequirements

6.0mm dia. Self drilling 2 - 4 SL3/2-5-S-SV16-6.0x27t = 0.6 - 4.8

Kalzip AdvancedE-clip/ST-clip with5mm thk. thermalpad to structuralalu decking

As per designrequirements

6.0mm dia. Self drilling 6 - 18 SDK2-S-377-6.0x35t = 0.9 - 2.5

Kalzip AdvancedE-clip/ST-clip with5mm thk. thermalpad to alu sub-purlin

As per designrequirements

6.0mm dia. Self drilling 6 - 18

6 - 13

SDK2-S-377-6.0x35

SDK3-S-377-6.0x30

t = 0.9 - 2.5

t = 2.0 - 3.2

Notes:1. Above information is only for reference. Any structural design of fasteners should contact APAC technical team.

2. Tool accessory - DS-K265 socket is required for SDK type fastening

Page 14: Kalzip Structural

Kalzip® Structural

14

Deck system details

Kalzip Standing seam on Kalzipstructural decking with solidboard

Kalzip standing seam sheet

Insulation

Advanced E clip/ ST clip

Vapour control layer

Solid board

Kalzip structural decking

1

2

3

4

5

6

1

2

3

4

5

6

Kalzip Standing seam on Kalzipstructural decking

Kalzip standing seam sheet

Insulation

Advanced E clip/ ST clip

Vapour control layer

Kalzip structural decking

1

2

3

4

5

1

2

3

4

5

Kalzip Standing seam on Kalzipstructural decking with top hat &solid board

Kalzip standing seam sheet

Insulation

Advanced E clip/ ST clip

Vapour control layer

Top hat

Solid board

Kalzip structural decking

1

2

3

4

5

6

7

1

2

3

45

6

7

Page 15: Kalzip Structural

15

Kalzip® Structural

Suitable for both roof and wall applications,Kalzip structural cassette are available inboth aluminium and steel and are availableas a tested and proven alternative liningelement for the Kalzip standing seamsystem. With good strength and stability,Kalzip structural cassettes are suitable forlong span applications and there is also areduced requirement for structuralsteelwork.

Once in position the interior face ofthe cassette provides a clean and pleasingappearance with no visible fixings.

For increased spanability a specialsection can be inserted into the side lapof the cassette.

Structural cassette materials andfinishesKalzip structural cassette are manufacturedfrom high grade steel to BS EN 10346 orfrom aluminium alloy.

Perforated versions are available whereacoustic absorption is required. The sheetsalso have the strength to support theintroduction of additional mass such asparticle board or plaster board where thereis a requirement for good sound reduction.For further details, please refer to theacoustic section, or contact our technicaldepartment.

Standard finishes for cassette, availableon a short lead time are:

• Hot-dip galvanised, natural finish. Idealfor situations where the cassette is notvisible or where visual appearance is not critical.

• White polyester coated on hot-dip galvanised substrate. This finish is highlydurable, resists scratching and has good formability, suitable forexterior soffits.

Alternative perforation patterns and sizesare available to suit specific requirements.

Perforated cassette will improve theacoustic conditions within a building byhelping to optimise reverberation times.Furthermore, the cassette can contributeto noise reduction and noise containmentwithin the building by the inclusion of massabove the cassette such as particle boardor plaster board and the inclusion of airspaces within the system. If the applicationrequires, the system can be configuredfor both acoustic absorption and noisereduction. To obtain the correctspecification for precise acousticrequirements, please contact ourtechnical department.

Product advantages

• Capable of spanning up to 6m between trusses

• Eliminates the need for purlins• Concealed fixing• Provides smooth internal finish

eliminating the need for a seperateceiling

Kalzip structural cassette

Materials

Dimensions (mm)

Steel Aluminium

Base metal thickness, BMTNominal thickness, NT

Profile length, L (mm)

Profile height, H (mm)

Load bearing capacity

Surface finishes

Metallic coating

Non-metallic coating

Colours

0.71, 0.96, 1.21 & 1.460.75, 1.00, 1.25 & 1.50

Approx. 12000

100 & 145

EC3 BS EN 1993-1-3

Hot-dip zince coating (Z275) to BS EN 10346:2009

PVdF & Polyester

RAL standard colours in accordance with the Kalzip colour chart, special colours availableon request

1.00, 1.25 & 1.50

Approx. 12000

100 & 145

EC9 BS EN 1999-1-4

-

PVdF, Polyester & Stucco embossed

* Base metal thickness is the thickness of the metal substrate only. It does not include the surface finishes.* Nominal thickness = BMT + Metallic coating

Page 16: Kalzip Structural

Kalzip® Structural

16

Kalzip structural cassette section properties

30

600

99B

A33

100

Kalzip SC 100/600

Product specifications

Spans generally up to 4mCover width 600mmMax. length 12.0mNominal thickness 0.75mm to 1.50mm

Material Section Properties - SC 100/600

Narrow flange under compression (mid span)

Bendingmoment, Mc, Rd

(kNm/m)

1.97

3.77

6.21

8.17

Momentof inertia,I (cm4/m)

126.64

177.14

224.33

271.88

Reaction capacity atintermediate, Rw, Rd (kN/m)

5.46

9.59

14.79

21.00

Note:

1. Material & section properties for aluminium are calculated on project basic.2. Reaction capacity at end support is Rw, Rd/2.3. Section properties are calculated to EC3 BS EN 1993-1-3:2006.

Wide flange under compression (mid span)

Bendingmoment, Mc, Rd

(kNm/m)

2.13

3.39

4.86

6.53

Moment of inertia,I (cm4/m)

77.97

110.56

145.22

181.20

Reaction capacity atintermediate, Rw, Rd (kN/m)

5.46

9.59

14.79

21.00

* Base metal thickness is the thickness of the metal substrate only. It does not include the surface finishes.* Nominal thickness = BMT + Metallic coating† Non-standard item

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

YieldstrengthFy(N/mm2)

320

320

320

320

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

Weight, w(kg/m2)

8.69

11.58

14.47

17.37

Nominalthickness,NT (mm)

0.75

1.00

1.25 †

1.50 †

Nominalthickness,NT (mm)

0.75

1.00

1.25 †

1.50 †

Page 17: Kalzip Structural

17

Kalzip SC 145/600

30

600

144

B

A33

145

Product specifications

Spans generally up to 6mCover width 600mmMax. length 12.0mNominal thickness 0.75mm to 1.50mm

Kalzip® Structural

Material Section Properties - SC 145/600

Narrow flange under compression (mid span)

Bendingmoment, Mc, Rd

(kNm/m)

3.72

6.79

9.55

12.52

Momentof inertia,I (cm4/m)

283.89

395.38

501.92

609.89

Reaction capacity atintermediate, Rw, Rd (kN/m)

5.48

9.64

14.78

21.00

Note:

1. Material & section properties for aluminium are calculated on project basic.2. Reaction capacity at end support is Rw, Rd/2.3. Section properties are calculated to EC3 BS EN 1993-1-3:2006.

Wide flange under compression (mid span)

Bendingmoment, Mc, Rd

(kNm/m)

3.38

5.28

7.61

10.27

Moment of inertia,I (cm4/m)

181.73

256.87

337.63

421.40

Reaction capacity atintermediate, Rw, Rd (kN/m)

5.48

9.64

14.78

21.00

* Base metal thickness is the thickness of the metal substrate only. It does not include the surface finishes.* Nominal thickness = BMT + Metallic coating† Non-standard item

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

YieldstrengthFy(N/mm2)

320

320

320

320

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

Weight, w(kg/m2)

9.64

12.85

16.06

19.27

Nominalthickness,NT (mm)

0.75

1.00

1.25 †

1.50 †

Nominalthickness,NT (mm)

0.75

1.00

1.25 †

1.50 †

Page 18: Kalzip Structural

Kalzip® Structural

18

Cassette system details

Kalzip Standing seam on Kalzipstructural cassette with top hat(Diagonally)

Kalzip standing seam sheet

Insulation

Advanced E clip/ ST clip

Top hat

Vapour control layer

Kalzip structural cassette

1

2

3

4

5

6

1

2

3

4

5

6

Kalzip Standing seam on Kalzipstructural cassette with top hat(perpendicular to cassette)

Kalzip standing seam sheet

Insulation

Advanced E clip/ ST clip

Top hat

Vapour control layer

Kalzip structural cassette

1

2

3

4

5

1

2

3

4

5

Kalzip Standing seam on Kalzipstructural cassette with solidboard

Kalzip standing seam sheet

Insulation

Advanced E clip/ ST clip

Vapour control layer

Solid board

Kalzip structural cassette

1

2

3

4

5

6

1

2

3

45

6

6

6

Page 19: Kalzip Structural

19

Kalzip® Structural

Fixings

Kalzip fastener for steel cassette

Detail Application Frequency Fastener type Max. clampinglength, mm

SFSfastener code

Base Thickness,mm

Structural steelcassette sheet tomild steelrafters/purlins

As per designrequirements

5.5mm dia. Self drilling t = 1.5 - 5.0

t = 4.0 - 14.0

t = 2 - unlimited

12

14

15

SD5-H15-5.5x25

SD14-H15-5.5x30

TDB-S-S16-6-6.3x256.3mm dia. Self-tapping

Structural steelcassette sheetside-lap stitching

As per designrequirements

4.8mm dia. Self drilling t = < 2 2 SL2-4.8x20

Structural steelcassette sheetend-lap stitching

As per designrequirements

4.8mm dia. Self drilling t = < 2 2 SL2-4.8x20

Mild steel sub-purlin to structuralcassette

As per designrequirements

6.0mm dia. Self drilling

4.8mm dia. Alu bulb-titerivet with EPDM washer

7.1mm dia. Alu bulb-titerivet with EPDM washer

t = 0.6 - 3.8mm 2 - 4

1.5 - 6.3

1.2 - 9.5

SL3/2-5-S-SV16-6.0x27

RV6604-6-4W

RV6603-9-6W

Kalzip AdvancedE-clip/ST-clip with5mm thk. thermalpad to structuralsteel cassette

As per designrequirements

6.3mm dia. Self drilling

6.0mm dia. Self drilling

t = 1.2 - 2.0mm

t = 0.7 - 1.2mm

t = 1.3 - 3.2mm

18

6 - 18

6 - 13

SX2/18-A16-6.3x35

SDK2-S-377-6.0x35

SDK3-S377-6.0x30

Kalzip AdvancedE-clip/ST-clip with5mm thk. thermalpad to sub-purlin

As per designrequirements

6.3mm dia. Self drilling

6.0mm dia. Self drilling

t = 1.2 - 2.0mm

t = 1.3 - 3.2mm

18

6 - 13

SX2/18-A16-6.3x35

SDK3-S377-6.0x30

Notes:1. Above information is only for reference. Any structural design of fasteners should contact APAC technical team.

2. Tool accessories - Power Bird Rivetting is required for rivet type fastening & DS-K265 socket is required for SDK type fastening

Kalzip fastener for aluminium cassette

Detail Application Frequency Fastener type Max. clampinglength, mm

SFSfastener code

Base Thickness,mm

Structural alucassette sheet tomild steelrafters/purlins

As per designrequirements

5.5mm dia. Self drilling t = 1.5 - 5.0

t = 4.0 - 14.0

t = 2 - unlimited

12

14

15

SX5/8-S16-5.5x33

SX14/12-S16-5.5x40

TDB-S-S16-6-6.3x256.3mm dia. Self-tapping

Structural alucassette sheetside-lap stitching

As per designrequirements

4.8mm dia. Self drilling 2 SL2-S-S14-4.8x22

Structural alucassette sheetend-lap stitching

As per designrequirements

4.8mm dia. Self drilling 2 SL2-S-S14-4.8x22

Alu sub-purlin tostructural cassette

As per designrequirements

6.0mm dia. Self drilling

4.8mm dia. Alu bulb-titerivet with EPDM washer

7.1mm dia. Alu bulb-titerivet with EPDM washer

t = 0.6 - 3.8mm 2 - 4

1.5 - 6.3

1.2 - 9.5

SL3/2-5-S-SV16-6.0x27

RV6604-6-4W

RV6603-9-6W

Kalzip AdvancedE-clip/ST-clip with5mm thk. thermalpad to structuralalu cassette

As per designrequirements

6.0mm dia. Self drilling t = 0.9 - 2.5mm 6 - 18 SDK2-S-377-6.0x35

Kalzip AdvancedE-clip/ST-clip with5mm thk. thermalpad to alu sub-purlin

As per designrequirements

6.0mm dia. Self drilling t = 0.9 - 2.5mm

t = 2.0 - 3.2mm

6 - 18

6 - 13

SDK2-S-377-6.0x35

SDK3-S-377-6.0x30

Page 20: Kalzip Structural

Kalzip® Structural

20

Acoustics - decking & cassette

Kalzip structural decking sheets are availableperforated to provide sound absorptionperformance. Alternative perforation patterns andsizez are available to suit specific requirements.

Perforated decking & cassette will improvethe acoustic conditions within a buildingby helping to optimise reverberation times.Furthermore, the decking & cassette sheetscan contribute to noise reduction and noisecontainment within the building by theinclusion of mass above the decking orcassette sheet such as particle board orplasterboard and the inclusion of air spaceswithin the system. If the applicationrequires, the system can be configuredfor both acoustic absorption and noisereduction. To obtain the correctsoecification for precise acousticrequirements, please contact ourtechnical department.

Kalzipdecking sheet

85/280

135/310

150/280

100/600

145/600

60

60

60

200

200

35

35

35

35

35

11

9

9

12

11

Perforatedband width

Perforatedarea %

Total voidarea %

Approx. reduction inload bearing capacity %

15

12

10

40

30

5mm dia.

8

8

Page 21: Kalzip Structural

21

Kalzip® Structural

Acoustics - Decking

Kalzip Standing seam on Kalzipperforated structural decking

Kalzip standing seam sheet

Insulation

Kalzip clip

Top hat

Vapour control layer

30 mm thk solid board (100 kg/m3)

SD 150/280, 1 mm thk Alu web perforated

1

2

3

4

5

6

7

1

2

3

4

5

6

7

Acoustic absorption coefficient of Kalzip Structural Deck Roof

Page 22: Kalzip Structural

Spans generally up to 3mCover width 1120mmMax. length 12.0mNominal thickness 0.75mm to 1.50mmPerforation 5D x 8P, 35%

119.5 160.5

280

1120

40

84.5

t

A

B

R5

Kalzip® Structural

22

Perforated decking section properties

Kalzip SD 85/280P

Product specifications

Material & section properties - SD 85/280P 5.0D x 8.0P, 35%

Narrow flange under compression

Bending moment,Mc,Rd (kNm/m)

4.66

6.50

8.34

10.10

Effective momentof inertia, Ieff

(cm4/m)

67.26

103.62

137.38

167.88

Reaction capacity at intermediate,Rw,Rd (kN/m)Minimum support width of 40mm

12.05

22.27

35.33

51.16

Note:

1. Material & section properties for aluminium are calculated on project basic.2. Reaction capacity at end support is Rw, Rd/2.3. Section properties are calculated to EC3 BS EN 1993-1-3:2006.

Wide flange under compression

Bending moment,Mc,Rd (kNm/m)

3.36

5.38

7.56

9.32

Effective momentof inertia, Ieff

(cm4/m)

63.10

96.01

130.59

159.80

Reaction capacity at intermediate,Rw,Rd (kN/m)Minimum support width of 40mm

9.42

16.95

26.79

39.15

* Base metal thickness is the thickness of the metal substrate only. It does not include the surface finishes.

* Nominal thickness = BMT + Metallic coating

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

YieldstrengthFy(N/mm2)

320

320

320

320

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

Weight, wNon-perforated(kg/m2)

7.88

10.51

13.14

15.77

Nominalthickness,NT (mm)

0.75

1.00

1.25

1.50

Nominalthickness,NT (mm)

0.75

1.00

1.25

1.50

Page 23: Kalzip Structural

Spans generally up to 5mCover width 930mmMax. length 12.0mNominal thickness 0.75mm to 1.50mmPerforation 5D x 8P, 35%

145 165

310

930

43

137

t

A

B

23

Kalzip SD 135/310P

Product specifications

Kalzip® Structural

Material & section properties - SD 135/310P 5.0D x 8.0P, 35%

Narrow flange under compression

Bending moment,Mc,Rd (kNm/m)

8.18

11.57

14.84

18.18

Effective momentof inertia, Ieff

(cm4/m)

178.40

271.37

359.70

452.97

Reaction capacity at intermediate,Rw,Rd (kN/m)Minimum support width of 40mm

11.00

21.97

34.62

49.93

Note:

1. Material & section properties for aluminium are calculated on project basic.2. Reaction capacity at end support is Rw, Rd/2.3. Section properties are calculated to EC3 BS EN 1993-1-3:2006.

Wide flange under compression

Bending moment,Mc,Rd (kNm/m)

5.85

9.24

12.67

15.74

Effective momentof inertia, Ieff

(cm4/m)

178.70

270.13

360.2

443.15

Reaction capacity at intermediate,Rw,Rd (kN/m)Minimum support width of 40mm

9.00

16.14

25.43

37.01

* Base metal thickness is the thickness of the metal substrate only. It does not include the surface finishes.

* Nominal thickness = BMT + Metallic coating

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

YieldstrengthFy(N/mm2)

320

320

320

320

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

Weight, wNon-perforated(kg/m2)

9.50

12.66

15.83

18.99

Nominalthickness,NT (mm)

0.75

1.00

1.25

1.50

Nominalthickness,NT (mm)

0.75

1.00

1.25

1.50

Page 24: Kalzip Structural

110 170

280

840

40

155

t

A

B

R6

Kalzip® Structural

24

Kalzip SD 150/280P

Product specifications

Spans generally up to 7mCover width 840mmMax. length 12.0mNominal thickness 0.75mm to 1.50mmPerforation 5D x 8P, 35%

Material & section properties - SD 150/280P 5.0D x 8.0P, 35%

Narrow flange under compression

Bending moment,Mc,Rd (kNm/m)

9.76

14.77

18.92

23.25

Effective momentof inertia, Ieff

(cm4/m)

243.37

355.33

467.12

592.08

Reaction capacity at intermediate,Rw,Rd (kN/m)Minimum support width of 40mm

11.14

21.78

35.58

52.46

Note:

1. Material & section properties for aluminium are calculated on project basic.2. Reaction capacity at end support is Rw, Rd/2.3. Section properties are calculated to EC3 BS EN 1993-1-3:2006.

Wide flange under compression

Bending moment,Mc,Rd (kNm/m)

8.40

13.49

18.33

22.7

Effective momentof inertia, Ieff

(cm4/m)

265.97

402.58

534.57

655.52

Reaction capacity at intermediate,Rw,Rd (kN/m)Minimum support width of 40mm

10.82

20.05

32.81

49.90

* Base metal thickness is the thickness of the metal substrate only. It does not include the surface finishes.

* Nominal thickness = BMT + Metallic coating

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

YieldstrengthFy(N/mm2)

320

320

320

320

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

Weight, wNon-perforated(kg/m2)

10.52

14.02

17.52

21.03

Nominalthickness,NT (mm)

0.75

1.00

1.25

1.50

Nominalthickness,NT (mm)

0.75

1.00

1.25

1.50

Page 25: Kalzip Structural

25

Kalzip® Structural

Perforated cassette section properties

30

600

99

B

A33

100

861846018486

Spans generally up to 3mCover width 600mmMax. length 12.0mNominal thickness 0.75mm to 1.50mmPerforation 5D x 8P, 35%

Kalzip SC 100/600P

Product specifications

Material & section properties - SC 100/600P 5.0D x 8.0P, 35%

Narrow flange under compression

Bending moment,Mc,Rd (kNm/m)

1.54

2.21

3.02

4.13

Effective momentof inertia, Ieff

(cm4/m)

108.90

152.62

193.99

238.91

Reaction capacity at intermediate,Rw,Rd (kN/m)Minimum support width of 40mm

5.46

9.59

14.79

21.00

Note:

1. Material & section properties for aluminium are calculated on project basic.2. Reaction capacity at end support is Rw, Rd/2.3. Section properties are calculated to EC3 BS EN 1993-1-3:2006.

Wide flange under compression

Bending moment,Mc,Rd (kNm/m)

1.59

2.40

3.30

4.29

Effective momentof inertia, Ieff

(cm4/m)

65.43

91.68

118.33

146.91

Reaction capacity at intermediate,Rw,Rd (kN/m)Minimum support width of 40mm

5.46

9.59

14.79

21.00

* Base metal thickness is the thickness of the metal substrate only. It does not include the surface finishes.

* Nominal thickness = BMT + Metallic coating

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

YieldstrengthFy(N/mm2)

320

320

320

320

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

Weight, wNon-perforated(kg/m2)

8.69

11.58

14.47

17.37

Nominalthickness,NT (mm)

0.75

1.00

1.25

1.50

Nominalthickness,NT (mm)

0.75

1.00

1.25

1.50

Page 26: Kalzip Structural

Kalzip® Structural

26

30

600

144

B

A33

145

861846018486

Spans generally up to 5mCover width 600mmMax. length 12.0mNominal thickness 0.75mm to 1.50mmPerforation 5D x 8P, 35%

Kalzip SC 145/600P

Product specifications

Material & section properties - SC 145/600P 5.0D x 8.0P, 35%

Narrow flange under compression

Bending moment,Mc,Rd (kNm/m)

3.02

4.31

5.82

7.79

Effective momentof inertia, Ieff

(cm4/m)

248.60

348.23

444.31

540.53

Reaction capacity at intermediate,Rw,Rd (kN/m)Minimum support width of 40mm

5.48

9.64

14.78

21.00

Note:

1. Material & section properties for aluminium are calculated on project basic.2. Reaction capacity at end support is Rw, Rd/2.3. Section properties are calculated to EC3 BS EN 1993-1-3:2006.

Wide flange under compression

Bending moment,Mc,Rd (kNm/m)

2.55

3.82

5.31

7.00

Effective momentof inertia, Ieff

(cm4/m)

152.73

212.04

276.93

343.32

Reaction capacity at intermediate,Rw,Rd (kN/m)Minimum support width of 40mm

5.48

9.64

14.78

21.00

* Base metal thickness is the thickness of the metal substrate only. It does not include the surface finishes.

* Nominal thickness = BMT + Metallic coating

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

YieldstrengthFy(N/mm2)

320

320

320

320

Basemetalthickness,BMT (mm)

0.71

0.96

1.21

1.46

Weight, wNon-perforated(kg/m2)

9.64

12.85

16.06

19.27

Nominalthickness,NT (mm)

0.75

1.00

1.25

1.50

Nominalthickness,NT (mm)

0.75

1.00

1.25

1.50

Page 27: Kalzip Structural

27

Kalzip® Structural

Supreme Court, Singapore

Page 28: Kalzip Structural

Kalzip structural deck

SD 85/280119.5 160.5

280

1120

40

84.5

t

A

BR

5

Minimum support width is 40mm(1)

Ultimate limit state - Imposed load where position A under compression at midspanSingle span support

Double span support

Multiple span support

Ultimate limit state - Wind suction where position B under compression at midspanSingle span support

Double span support

Multiple span support

Service limit state - Imposed load where position A under compression at midspanSingle span support

Double & multiple span support

Service limit state - Wind suction where position B under compression at midspanSingle span support

Double & multiple span support

Notes:1. Above load span tables are designed to EC3 BS EN 1993-1-3:2006 by considered stiff bearing length is 10mm.

The definition of stiff bearing length is defined in Section 6.3, BS 1993-1-5:2006.2. Above calculation is only indicating the member capacity.3. Minimum yield strength = 320N/mm2.

4. BMT - thickness of the metal substrate only 5. The deflection limit of service calculations is L/200 or 30mm whichever is lower.6. For further detail of design calculation, for example fastening design, stiff bearing greater than

10mm and others, please contact Kalzip Technical Team.

Kalzip® Structural

28

Page 29: Kalzip Structural

29

Kalzip® Structural

145 165

310

930

43

137

t

A

B

SD 135/310

Kalzip structural deck

Minimum support width is 40mm(1)

Ultimate limit state - Imposed load where position A under compression at midspanSingle span support

Double span support

Multiple span support

Ultimate limit state - Wind suction where position B under compression at midspanSingle span support

Double span support

Multiple span support

Service limit state - Imposed load where position A under compression at midspanSingle span support

Double & multiple span support

Service limit state - Wind suction where position B under compression at midspanSingle span support

Double & multiple span support

Notes:1. Above load span tables are designed to EC3 BS EN 1993-1-3:2006 by considered stiff bearing length is 10mm.

The definition of stiff bearing length is defined in Section 6.3, BS 1993-1-5:2006.2. Above calculation is only indicating the member capacity.3. Minimum yield strength = 320N/mm2.

4. BMT - thickness of the metal substrate only 5. The deflection limit of service calculations is L/200 or 30mm whichever is lower.6. For further detail of design calculation, for example fastening design, stiff bearing greater than

10mm and others, please contact Kalzip Technical Team.

Page 30: Kalzip Structural

Kalzip® Structural

30

110 170

280

840

40

155

t

A

BR

6

SD 150/280

Kalzip structural deck

Minimum support width is 40mm(1)

Ultimate limit state - Imposed load where position A under compression at midspanSingle span support

Double span support

Multiple span support

Ultimate limit state - Wind suction where position B under compression at midspanSingle span support

Double span support

Multiple span support

Service limit state - Imposed load where position A under compression at midspanSingle span support

Double & multiple span support

Service limit state - Wind suction where position B under compression at midspanSingle span support

Double & multiple span support

Notes:1. Above load span tables are designed to EC3 BS EN 1993-1-3:2006 by considered stiff bearing length is 10mm.

The definition of stiff bearing length is defined in Section 6.3, BS 1993-1-5:2006.2. Above calculation is only indicating the member capacity.3. Minimum yield strength = 320N/mm2.

4. BMT - thickness of the metal substrate only 5. The deflection limit of service calculations is L/200 or 30mm whichever is lower.6. For further detail of design calculation, for example fastening design, stiff bearing greater than

10mm and others, please contact Kalzip Technical Team.

Page 31: Kalzip Structural

Kalzip® Structural

31

SD 85/280 P119.5 160.5

280

1120

40

84.5

t

A

B

R5

Single span support

Double span support

Multiple span support

Single span support

Double span support

Multiple span support

Single span support

Double & multiple span support

Single span support

Double & multiple span support

Kalzip structural deck

Minimum support width is 40mm(1)

Perforation pattern 5D x 8P, 35%

Ultimate limit state - Imposed load where position A under compression at midspan

Ultimate limit state - Wind suction where position B under compression at midspan

Service limit state - Imposed load where position A under compression at midspan

Service limit state - Wind suction where position B under compression at midspan

Notes:1. Above load span tables are designed to EC3 BS EN 1993-1-3:2006 by considered stiff bearing length is 10mm.

The definition of stiff bearing length is defined in Section 6.3, BS 1993-1-5:2006.2. Above calculation is only indicating the member capacity.3. Minimum yield strength = 320N/mm2.

4. BMT - thickness of the metal substrate only 5. The deflection limit of service calculations is L/200 or 30mm whichever is lower.6. For further detail of design calculation, for example fastening design, stiff bearing greater than

10mm and others, please contact Kalzip Technical Team.

Page 32: Kalzip Structural

Kalzip® Structural

32

145 165

310

930

43

137

t

A

B

SD 135/310 P

Single span support

Double span support

Multiple span support

Single span support

Double span support

Multiple span support

Single span support

Double & multiple span support

Single span support

Double & multiple span support

Kalzip structural deck

Minimum support width is 40mm(1)

Perforation pattern 5D x 8P, 35%

Ultimate limit state - Imposed load where position A under compression at midspan

Ultimate limit state - Wind suction where position B under compression at midspan

Service limit state - Imposed load where position A under compression at midspan

Service limit state - Wind suction where position B under compression at midspan

Notes:1. Above load span tables are designed to EC3 BS EN 1993-1-3:2006 by considered stiff bearing length is 10mm.

The definition of stiff bearing length is defined in Section 6.3, BS 1993-1-5:2006.2. Above calculation is only indicating the member capacity.3. Minimum yield strength = 320N/mm2.

4. BMT - thickness of the metal substrate only 5. The deflection limit of service calculations is L/200 or 30mm whichever is lower.6. For further detail of design calculation, for example fastening design, stiff bearing greater than

10mm and others, please contact Kalzip Technical Team.

Page 33: Kalzip Structural

Kalzip® Structural

33

110 170

280

840

40

155

t

A

B

R6

SD 150/280 P

Single span support

Double span support

Multiple span support

Single span support

Double span support

Multiple span support

Single span support

Double & multiple span support

Single span support

Double & multiple span support

Kalzip structural deck

Minimum support width is 40mm(1)

Perforation pattern 5D x 8P, 35%

Ultimate limit state - Imposed load where position A under compression at midspan

Ultimate limit state - Wind suction where position B under compression at midspan

Service limit state - Imposed load where position A under compression at midspan

Service limit state - Wind suction where position B under compression at midspan

Notes:1. Above load span tables are designed to EC3 BS EN 1993-1-3:2006 by considered stiff bearing length is 10mm.

The definition of stiff bearing length is defined in Section 6.3, BS 1993-1-5:2006.2. Above calculation is only indicating the member capacity.3. Minimum yield strength = 320N/mm2.

4. BMT - thickness of the metal substrate only 5. The deflection limit of service calculations is L/200 or 30mm whichever is lower.6. For further detail of design calculation, for example fastening design, stiff bearing greater than

10mm and others, please contact Kalzip Technical Team.

Page 34: Kalzip Structural

Kalzip® Structural

34

SC 100/600

Kalzip structural cassette

Minimum support width is 40mm(1)

Single span support

Double span support

Multiple span support

Single span support

Double span support

Multiple span support

Single span support

Double & multiple span support

Single span support

Double & multiple span support

30

600

99

B

A33

100

Ultimate limit state - Imposed load where position A under compression at midspan

Ultimate limit state - Wind suction where position B under compression at midspan

Service limit state - Imposed load where position A under compression at midspan

Service limit state - Wind suction where position B under compression at midspan

Notes:1. Above load span tables are designed to EC3 BS EN 1993-1-3:2006 by considered stiff bearing length is 10mm.

The definition of stiff bearing length is defined in Section 6.3, BS 1993-1-5:2006.2. Above calculation is only indicating the member capacity.3. Minimum yield strength = 320N/mm2.

4. BMT - thickness of the metal substrate only 5. The deflection limit of service calculations is L/200 or 30mm whichever is lower.6. For further detail of design calculation, for example fastening design, stiff bearing greater than

10mm and others, please contact Kalzip Technical Team.

Page 35: Kalzip Structural

Kalzip® Structural

35

SC 145/600

Kalzip structural cassette

Minimum support width is 40mm(1)

Single span support

Double span support

Multiple span support

Single span support

Double span support

Multiple span support

Single span support

Double & multiple span support

Single span support

Double & multiple span support

30

600

144

B

A33

145

Ultimate limit state - Imposed load where position A under compression at midspan

Ultimate limit state - Wind suction where position B under compression at midspan

Service limit state - Imposed load where position A under compression at midspan

Service limit state - Wind suction where position B under compression at midspan

Notes:1. Above load span tables are designed to EC3 BS EN 1993-1-3:2006 by considered stiff bearing length is 10mm.

The definition of stiff bearing length is defined in Section 6.3, BS 1993-1-5:2006.2. Above calculation is only indicating the member capacity.3. Minimum yield strength = 320N/mm2.

4. BMT - thickness of the metal substrate only 5. The deflection limit of service calculations is L/200 or 30mm whichever is lower.6. For further detail of design calculation, for example fastening design, stiff bearing greater than

10mm and others, please contact Kalzip Technical Team.

Page 36: Kalzip Structural

Kalzip® Structural

36

SC 100/600 P

Single span support

Double span support

Multiple span support

Single span support

Double span support

Multiple span support

Single span support

Double & multiple span support

Single span support

Double & multiple span support

Kalzip structural cassette

Minimum support width is 40mm(1)

Perforation pattern 5D x 8P, 35%

30

600

99

B

A33

100

861846018486

Ultimate limit state - Imposed load where position A under compression at midspan

Ultimate limit state - Wind suction where position B under compression at midspan

Service limit state - Imposed load where position A under compression at midspan

Service limit state - Wind suction where position B under compression at midspan

Notes:1. Above load span tables are designed to EC3 BS EN 1993-1-3:2006 by considered stiff bearing length is 10mm.

The definition of stiff bearing length is defined in Section 6.3, BS 1993-1-5:2006.2. Above calculation is only indicating the member capacity.3. Minimum yield strength = 320N/mm2.

4. BMT - thickness of the metal substrate only 5. The deflection limit of service calculations is L/200 or 30mm whichever is lower.6. For further detail of design calculation, for example fastening design, stiff bearing greater than

10mm and others, please contact Kalzip Technical Team.

Page 37: Kalzip Structural

Kalzip® Structural

37

SC 145/600 P

Kalzip structural cassette

Single span support

Double span support

Multiple span support

Single span support

Double span support

Multiple span support

Single span support

Double & multiple span support

Single span support

Double & multiple span support

Minimum support width is 40mm(1)

Perforation pattern 5D x 8P, 35%

30

600

144

B

A33

145

861846018486

Ultimate limit state - Imposed load where position A under compression at midspan

Ultimate limit state - Wind suction where position B under compression at midspan

Service limit state - Imposed load where position A under compression at midspan

Service limit state - Wind suction where position B under compression at midspan

Notes:1. Above load span tables are designed to EC3 BS EN 1993-1-3:2006 by considered stiff bearing length is 10mm.

The definition of stiff bearing length is defined in Section 6.3, BS 1993-1-5:2006.2. Above calculation is only indicating the member capacity.3. Minimum yield strength = 320N/mm2.

4. BMT - thickness of the metal substrate only 5. The deflection limit of service calculations is L/200 or 30mm whichever is lower.6. For further detail of design calculation, for example fastening design, stiff bearing greater than

10mm and others, please contact Kalzip Technical Team.

Page 38: Kalzip Structural

Kalzip® Structural

38

Example of using load span table

Design Data:SD profileProfile base metal thicknessSpan condition

= SD 150/280= 1.46mm= Single span

Loadings:Total dead load (included SD selfweight), DLLive load, LLWind pressure, WLpWind suction, WLs

= 0.5 kN/m2

= 0.75 kN/m2

= 1 kN/m2

= -2 kN/m2

Ultimate limit stateLoad combination to BS 59501.4DL + 1.6LL1.4DL + 1.4WLpDL + 1.4WLs

The critical downward loadThe critical upward load

= 1.90 kN/m2

= 2.10 kN/m2

= -2.30 kN/m2

= 2.10 kN/m2

= -2.30 kN/m2

Service limit stateLoad combination to BS 5950DL + LLDL + WLs

= 1.25 kN/m2

= -1.50 kN/m2

Refering to ultimate limit state - single span table at 4th row:The maximum allowable span of downward load 2.10 kN/m2 is 9mThe maximum allowable span of upward load -2.30 kN/m2 is 9m

Refering to service limit state - single span table at 4th row:The maximum allowable span of downward load 1.25 kN/m2 is 7.2mThe maximum allowable span of upward load -1.50 kN/m2 is 6.8m

As summarized, the maximum allowable span of above loadings is 6.8m which the deflectionis the limit criteria for this design

Note:1. The deflection limit L/200 or 30mm whichever is lower used to check the downward case2. The deflection limit L/200 is used to check the upward case3. The load span tables are only for preliminary dimensioning and do not replace the required

static proof.

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Kalzip around the world

39

Kalzip® Structural

Kalzip internationalChanges within the construction industryhave led Kalzip to develop a dedicatedinternational team with the commercialand technical experience to support andservice customer requirements on aglobal scale.

A changing industryAn increase in global relationships hastaken design and construction to a newlevel where architects, installationcontractors and construction sites can bebased in three completely separatecountries. Where this occurs the Kalzipinternational team work closely with theirregional colleagues and each of the projectspecialists to offer their service and supportthrough all stages of design, tenderand construction.

Benefitting design teams worldwideBringing together a wealth of experienceover a range of disciplines, the Kalzipinternational team ensures that all the keystages in designing, tendering, securingand delivering the project are addressed.Tailoring specifi cations precisely to thecustomer’s requirements, Kalzip providesassistance and guidance with calculations,local building standards, climateconsiderations, logistics, and installation.

All these are complex yet fundamentalrequirements, and ones that form the basisof the international team in supporting theproject from concept to completion. Witheach project there is a clear direction withestablished levels of responsibility andfocus. Lines of communication areimproved and every project is monitoredand progressed on all fronts with regionaldifferences and language considerationstaken into account.

For further information email:[email protected]

Page 40: Kalzip Structural

Kalzip® Structural

40

An impressive list of international projectsstand testament to Kalzip’s ability to performin a wide array of applications and conditions

Project: Student Halls of Residence, Osijek, CroatiaArchitect: Arvum Teh

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Kalzip® Structural

1. Agora TheatreLelystad, The Netherlands

2. Science MuseumValencia, Spain

3. Spencer Street StationMelbourne, Australia

4. University Federal Credit UnionTexas, USA

5. DELL Call CentreMontpellier, France

6. Motorway InnQuinto, Switzerland

7. BMWLeipzig, Germany

8. Barajas AirportMadrid, Spain

9. Fashion CentreAlmere, The Netherlands

10.Taipei ArenaTaipei, Taiwan

1. 2.

3. 4. 5.

6.

7. 8.

9. 10.

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11.Millennium GrandstandNad Al Sheba Dubai

12.Leon van Gelder CollegeGroningen, The Netherlands

13.Würth OfficesDen Bosch, The Netherlands

14.Mumbai T1B Domestic AirportMumbai, India

15.Foshan Lingnan Pearl StadiumFoshan, China

16.Nanjing Olympic CentreNanjing, China

17.Mapo Waste IncineratorSeoul, South Korea

18.Exhibition Hall 3Frankfurt, Germany

19.AsiaWorld ExpoHong Kong

20.National Grand TheatreBeijing, China

11. 13.

14. 15.

16.

17. 18.

19. 20.

Kalzip® Structural

42

12.

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The Kalzip Business Unit forms part of theDistribution and Building Systems Division. Withindependent sites in Germany, Belgium, France,United Kingdom, Singapore, China, Portugal andSpain, as well as, 20 sales and representative officesthe world over, the Business Unit produces roof andwall cladding systems under the trademark Kalzip.

Kalzip was first launched onto the market in 1968.Since then over 70 million square metres of Kalzipstanding seam profiled sheets have been fitted toroofs and facades. The low weight, malleability anddurability of the aluminium have made it a leadingproduct that also lends itself to the creation ofunusual architectural forms. In this way, Kalzipcontinues to open up new technical andaesthetic horizons.

Please ask for further information without obligation.

Take advantage of ourwealth of experience and thecomprehensive range ofKalzip® services available

Kalzip® Structural

Page 44: Kalzip Structural

www.kalzip.com

While care has been taken to ensure that theinformation contained in this brochureis accurate, neither Tata Steel Europe Limitednor its subsidiaries accept responsibility orliability for errors or information which is foundto be misleading.

Copyright 2010Kalzip Asia Pte Ltd

English

AustraliaKalzip AustraliaUnit 1, 66-74 Micro CircuitDandenong South, Victoria 3175AustraliaT: +61 3 8762 5506F: +61 3 8762 [email protected]

ChinaKalzip (Guangzhou) LimitedSuite 2310, North Tower The Hub1068 Xin Gang East RoadHaizhu DistrictGuangzhou, China 510335T: +86 20 8904 7408F: +86 20 8923 [email protected]

SingaporeKalzip Asia Pte Ltd25 Pioneer CrescentSingapore 628554T: +65 6768 9081F: +65 6898 [email protected]

Hong KongKalzip Asia Pte LtdUnit 17-18, 7/F., Delta House3 On Yiu Street, Siu Lek YuenShatin, N.T.Hong KongT: +852 2887 5277F: +852 2234 [email protected]

IndiaCorus India Pvt. Ltd310, 3rd Floor, Vipul Agora,M.G. Road, GurgaonHaryana - 122002IndiaT: +91 124 4848 800F : +91 124 4848 [email protected]

TaiwanKalzip Asia Pte Ltd5F., No.1-10, Lane 174Huaide St., Banqiao CityTaipei County 220Taiwan (R.O.C.)T: +886 2 2257 1418F: +886 2 2257 [email protected]