kalzip structural
TRANSCRIPT
Kalzip®
The ultimate increative freedomwith outstandingperformance
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
Kalzip® Structural
04
Project: Jalan Besar Stadium, SingaporeArchitect: SAA Partnership
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.
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.
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
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 †
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 †
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 †
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
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.
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
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
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
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 †
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 †
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
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
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
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
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
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
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
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
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
27
Kalzip® Structural
Supreme Court, Singapore
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
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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]
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
41
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.
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.
43
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
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]