Structural Decking & Trays Technical Brochure

53
THE NATURAL CHOICE for standing seam roofing solutions 01379 788166 www.speeddeck.com SpeedZip ® SpeedRoof ® SpeedDeck ® Structural Decks Dynamic Insulation Protector Warranty THE METAL CLADDING &ROOFING MANUFACTURERS ASSOCIATION STRUCTURAL DECKS & TRAYS SPEEDDECK STRUCTURAL PROFILES ® ® ® August 2011 Liverpool FC

description

SpeedDeck Building Systems Ltd Structural profiles for a range of differing roofing materials. Used to span between structural frames to provide an un-cluttered soffit space.

Transcript of Structural Decking & Trays Technical Brochure

Page 1: Structural Decking & Trays Technical Brochure

THE NATURAL CHOICEfor standing seam roofing solutions

01379 788166www.speeddeck.com

SpeedZip® SpeedRoof ® SpeedDeck® Structural DecksDynamic Insulation Protector Warranty

THE METAL CLADDING & ROOFING MANUFACTURERS ASSOCIATION

STRUCTURAL DECKS & TRAYSSPEEDDECK STRUCTURAL PROFILES®®®

August 2011

Liverpool FC

Page 2: Structural Decking & Trays Technical Brochure

• Introduction 1

• Systems 2

• Product Information 3

• System Design and Performance 5

• Deilvery and Installation Considerations 8

• System Design and Peformance

• VT32, steel, unperforated 9

• VT35, steel, unperforated 11

• VT40, steel, unperforated 13

• VT50, steel, unperforated 15

• VT83, steel, unperforated 17

• VT89, steel, unperforated 19

• VT100, steel, unperforated 21

• VT110, steel, unperforated 23

• VT137, steel, unperforated 25

• VT153, steel, unperforated 27

• VT158, steel, unperforated 29

• VT205, steel, unperforated 31

• VTA89, steel, web perforated 33

• VTA100, steel, web perforated 35

• VTA137, steel, web perforated 37

• VTA153, steel, web perforated 39

• VTA158, steel, web perforated 41

• VTA205, steel, web perforated 43

• VT137AL, aluminum, unperforated 45

• VT153AL, aluminum, unperforated 46

• VT158AL, aluminum, unperforated 47

• VTA137AL, aluminum, web perforated 48

• VTA153AL, aluminum, web perforated 49

• VTA158AL, aluminum, web perforated 50

Contents

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Page 3: Structural Decking & Trays Technical Brochure

The SpeedDeck range of structural deck and cassette tray profiles has been

extended and now includes 10 trapezoidal profiles and 7 cassette profiles. These are

available in steel and aluminium, solid and perforated.

To compliment the product range SpeedDeck offers a project specific design and

specification service.

For technical advice contact [email protected]

SpeedDeck structural decking is a complete range of profiles designed to efficiently

carry metal or membrane roofing. SpeedDeck structural decking features:-

• 32 to 205mm trapezoidal profiles

• 90 to 160mm structural cassette tray profiles

• 0.75 to 1.5mm thicknesses

• Plain galvanised steel finish

• Polyester pre-painted finishes

• Steel and aluminium

• Spans up to 9.2m

• Uncluttered internal appearance, no purlins

• Diaphragm capability

• Solid and perforated

• Use to support secret fix roofing

• Use to support single ply membrane roofs

• Use to support BUR roofing

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Introduction

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Page 5: Structural Decking & Trays Technical Brochure

Systems

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Structural Deck with SpeedDeck

Structural Deck with a membrane roof

Acoustic Structural Deck with SpeedDeck

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Page 6: Structural Decking & Trays Technical Brochure

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Product Information

Galvanised Steel to EN 10147 S320GD + Z275 in a range of gauges

including 0.75mm, 0.88mm, 1.00mm, 1.13mm, 1.25mm and 1.50mm.

Aluminium 3004 grade in 1.25mm and 1.5mm thicknesses.

Standard internal finish off-white 15-micron RAL 9002 polyester,

25-micron polyester available for external applications or a more

aggressive internal atmosphere. Other colours such as RAL 9010

bright white or plain galvanised are available to order.

The nominal gauge of the steel material is measured over the zinc,

which is specified by weight (275g/m2) and taken to be 0.04mm in

thickness for structural calculation purposes. e.g. 1.25mm gauge is

taken to be 1.21mm steel thickness.

Bundle weights are 3t as standard with 1t available to order.

Perforated deck profiles

VTA deck profiles have web perforations in a choice of 4 patterns,

full web depth or half web depth.

The patterns available are shown in the table. The % open area

refers to the actual area of web perforated and when expressed

by flat area or developed area, will vary per profile.

Contact SpeedDeck technical to select the best pattern for your needs.

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Structural Deck Profiles

hole x spacing hole size hole spacing % open area of reference mm mm area perforatedPerf 5 x 7 5 7 x 8 35.4Perf 3 x 5.5 3 5 x 5 23.4Perf 5 x 14 5 14 x 8 17.7Perf 3 x 11 3 11 x 11 11.7

Structural Cassette Tray

Contact SpeedDeck for structural

cassette tray performance tables.

Page 7: Structural Decking & Trays Technical Brochure

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System Design and Performance

Structural design considerations

1. When using structural decks in conjunction with

SpeedDeck or SpeedZip a continuous 30mm deep

1.5mm galvanised steel top hat spacer orientated

at 90º to the deck profile must be used in addition

to the normal IsoBar spacer. This item is to ensure

that the roof loads are distributed evenly over the

deck profile and not concentrated in occasional

ribs. The top hat section follows the curve of the

roof, and as with the SpeedDeck sheet, the top

hat needs to be pre-curved if the radius is below

55-60m. Consult SpeedDeck for advice where

aluminium decks are used. If short tophat sections

are used in preference to continuous sections,

contact SpeedDeck for revised load capacities for

the particular application.

2. Main fixings are normally 5.5mm diameter

self drilling and tapping screws with washers,

Hilti DX76 shot fired fasteners, or self tapping

screws when the thickness of the steel support

is greater than 12mm. Powder actuated

fasteners can be faster and more economical

for steelwork over 6mm thick. With aluminium

decks use stainless steel fasteners. Powder

actuated fasteners avoid swarf between the

deck and structure.

3. Stitching fasteners are either self drilling and

tapping screws or pop-rivets. If the deck is to

provide diaphragm action, the stitchers must

be 5.5mm diameter steel screws. Note that

designers often prefer rivets because they are

less obtrusive, but note the needs for stress

skin design.

4. During the design stage, in addition to checking

the load tables, it is important to check the

design capacity of the fixings for pull out, pull

over and tensile failure. It is feasible that the

standard fixing recommendations may not be

sufficient in some circumstances.

5. Structural decks are commonly used on curved

roofs with the curve being formed across the

width of the profile. It should be noted however

that decks curved along their length are not

available. Due to the depth and stiffness of the

profiles a natural curve cannot be achieved

unless the radius is well in excess of 100m for

most of the profiles.

6. Decks will offer lateral restraint to the

supporting structure. They can also act as the

stressed skin in a diaphragm roof design, where

a number of additional fixings to the norm

may be required. A requirement for diaphragm

action should be flagged up at the early design

stage. Calculations for diaphragm action can be

provided but at an additional cost.

7. The deck is a structural member and therefore

it is imperative that any openings are limited in

size in order to maintain the section properties.

Openings in decks should be limited in width

to one pitch of the profile and local trimming

may be required to stiffen cut edges. Any

penetrations larger than these will require

a trimming framework taken from the main

support structure.

8. Cantilevers should be less than 25% of the

adjacent span and include an end stiffener

across the end of the profile.

Acoustics

Where the acoustic performance of the roof

structure is of importance, SpeedDeck can

provide the solution.

Sound insulation - Due to their nature, with

several separate layers, built up systems offer

good sound insulation when compared with

other types of metal roofing systems such as

composites, without any special steps being

taken. To give improved resistance to the

passage of noise from outside to in, or vice versa,

SpeedDeck Structural Decks can be specified

using thicker material than is required solely for

structural reasons. This increases the stiffness

of the profile and adds mass to the system, two

positive factors towards increasing the sound

reduction capability.

SpeedDeck VT35 1.25mm deck can be used as a

shallow liner in SpeedDeck acoustic constructions.

Combined with 200mm 23kg/m3 RockWool

insulation and 0.7mm steel SpeedDeck, the

constructions have tested SRI of 49dB, 47dB with

0.9mm aluminium. (Construction type M, SRL-

C/02/5L/ 0520/1 see graph)

Acoustic test results for this and numerous other

systems are available from SpeedDeck Building

Systems Limited upon request.

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Page 8: Structural Decking & Trays Technical Brochure

System Design and Performance

Test Number: 5

Client: SpeedDeck Building Systems Ltd

Test specimen

mounted by: SRL Ltd

Test Date: 06/09/02

Product

identification: Construction M with 0.7mm

Steel SpeedDeck

Sample: Height 1.20m

Air temperature: 19.2°C

Air humidity: 72%

Receiving room volume: 300m3

Source room volume: 115m3

Sample width: 2.00m

Sound Reduction Index RW Reference Curve

80

70

60

50

40

30

20

10

0

100 160 250 400 630 1000 1600 2500 4000 125 200 315 500 800 1250 2000 3150 5000

Frequency, Hz

Sou

nd R

educ

tion

Inde

x, d

B

Freq

f

Hz

50+

63+

80+

100

125

160

200

250

315

400

500

630

800

1000

1250

1600

2000

2500

3150

4000

5000

6300+

8000+

10000+

Average

100-3150

1/3 Oct

27.0

25.0

29.8

29.0

28.7

35.3

37.0

41.5

42.3

48.6

48.4

48.3

51.4

52.7

52.7

52.9

54.1

55.2

57.7

59.2

61.3

64.8 *

62.7 #

63.7 #

45.5

1/1 Oct

25.4

29.7

30.8

45.7

52.2

54.1

59.2

66.7

Sound Reduction

Index, dB

Rating according to BS EN ISO 717-1:1997

Rw(C:Ctr) = 49 {-1;-5} dB

Notes:

* designates measurement corrected for background

# designates limit of measurement due to background

+ designates frequency beyond standard and not UKAS accredited

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Page 9: Structural Decking & Trays Technical Brochure

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Sound absorption - The absorption performance

can be improved by perforating the structural deck

and introducing 30mm of acoustic insulation below

the vapour control layer specifically to absorb

the sound passing through the holes. Refer to the

diagram below from SRL report C/04/5L/0905/1

for typical sound absorption coefficients.

This gives a more comfortable environment

in buildings such as sports halls, school halls

and auditoria.

System Design and Performance

Client: SpeedDeck Building Systems Ltd

Test Date: 31/03/04

Temperature: 11.6°C

Humidity: 65%RH

Sample: 0.88mm perforated steel deck

- vapour membrane - 31mm x 60kg/

m3RW

Sample Area: 12.6m2

Cavity Depth: 0mm

Chamber volume: 300m3

Source room volume: 115m3

Sample width: 2.00m

1.2

1.1

1

0.9

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0

100 160 250 400 630 1000 1600 2500 4000 125 200 315 500 800 1250 2000 3150 5000

Frequency, Hz

Abs

orpt

ion

Coe

ffic

ient

Sound Absorption Coefficient

Freq

Hz

50+

63+

80+

100

125

160

200

250

315

400

500

630

800

1000

1250

1600

2000

2500

3150

4000

5000

6300*

8000*

10000*

T1

sec

5.57

4.00

5.41

6.08

7.04

6.78

7.96

8.40

7.66

7.02

6.00

5.44

5.67

6.14

5.96

5.52

4.81

4.15

3.30

2.67

2.04

1.71

1.20

0.90

T2

sec

4.51

3.61

4.49

5.15

4.53

4.26

3.56

3.06

2.87

2.80

2.78

3.10

3.86

4.56

4.59

4.44

4.16

3.71

3.11

2.64

2.13

1.83

1.31

1.02

Absorp

Coeff

0.16

0.10

0.15

0.12

0.31

0.34

0.60

0.81

0.85

0.83

0.75

0.54

0.32

0.22

0.19

0.17

0.13

0.11

0.07

0.02

-0.08

-0.15

-0.27

-0.51

Practical

Absorp

Coeff #

n/a

0.25

0.75

0.70

0.25

0.15

0.00

n/a

Test 2

T1, empty room reverberation time

T2 room reverberation time with sample

# practical absorption coefficient BS EN 11654:1997

* denotes frequencies outside the range covered by BS EN 20354:1993 and not UKAS accredited

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Page 10: Structural Decking & Trays Technical Brochure

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Standard bundle weights are up to three tonnes.

Note: one tonne or two tonne bundle weights can be

supplied but can incur an additional transport cost.

Bundles are supplied with the profiles upside down,

with the white or soffit face upwards, to reduce the

risk of scratching during handling.

Decks up to 6m in length can be off-loaded by forklift.

Bundle lengths up to 10m can be craned off using

slings only, lengths greater than this will require a

beam and slings.

Where spanning across the fall, rainwater during

construction may collect in the pans of the deck.

Every effort should be made to clear any water

and dry the deck prior to the remainder of the roof

system being installed.

Both perforated profiles and solid deck profiles

always require a vapour control layer. This will form

the vcl and air barrier and must be robustly sealed at

laps, perimeters and at penetrations. The vcl is the

only barrier and must be sound and well sealed.

Special attention is needed over partition walls

in terms of sound transmission. At compartment

walls, give consideration to the need for profile

filler blocks within the construction for acoustic

and fire purposes.

Delivery and Installation Considerations

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ReferencesOther documentation available to support the

use of SpeedDeck Building Systems products

are listed below. Some items do not apply to all

products, check with SpeedDeck.

Product Updates (PUN), downloads (literature and

CAD details) and other news can be found at www.

eleco.com/speeddeck.

• Guarantees

- Latent Defect insured guarantee: SpeedDeck

is a member of AWM and able to offer the

QA+ Pioneer 10 year guarantee on design,

materials and installation. Information on

conditions, premiums, design and site audits

is available from SpeedDeck and AWM.

- Material guarantee: A guarantee on the paint

finish for up to 40 years, dependant on material

type and supplier, is available subject to an

application questionnaire. Any guarantees must

be set up at order stage.

• SpeedDeck Building Systems is a member

of the MCRMA (Metal Cladding and Roofing

Manufacturers Association). Industry news,

technical papers on all aspects of metal

roofing and cladding and construction details

are available from www.mcrma.co.uk.

• Draft specifications for most constructions are

available on request.

• Method statements for all methods of on-

site rolling of SpeedDeck and SpeedZip are

available on request.

• SpeedDeck, SpeedZip, SpeedRoof and PP32

twin skin constructions have LPCB approval

(certificates ref No 738a/01-03), see www.

brecertification.co.uk/WebRedBook

• SpeedDeck and SpeedZip have British Board of

Agrément certificate 96/3262.

• SpeedDeck has held Agrément certification

since 1986. Download a copy from www.eleco.

com/speeddeck.

• Agrément Certificates

- Alcoa 87/1964, coatings on aluminium.

- Dobel 93/2973, coatings on steel.

- Euramax 93/2922, coatings on aluminium.

- HPS200, coatings on steel.

SpeedDeck Buildings Systems is a Planet Positive

company. We carbon offset our business carbon

footprint by 110%. Customers can choose to

specify Planet Positive roof and wall systems

from SpeedDeck, this must be initiated at the

specification/quotation. SpeedDeck can also offer

Corus Confidex Sustain systems.

Page 11: Structural Decking & Trays Technical Brochure

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System Design and Performance VT32

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FS32

Steel, unperforated

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 2.00 2.10 2.20 2.30 2.40

0.7 8.35 6.07 4.54 3.48 2.72 2.17 1.75 1.43 1.18 0.98 0.83 0.70 0.59 0.51 0.43

0.7 8.31 6.07 4.54 3.48 2.72 2.17 1.75 1.43 1.18 0.98 0.83 0.70

Single Span - Suction Loads - kN/m2

Span m

1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 2.00 2.10 2.20 2.30 2.40

0.7 10.36 8.57 7.21 6.16 5.32 4.64 4.09 3.63 3.24 2.92 2.56 2.22 1.94 1.71 1.51

0.7 7.16 5.93 4.99 4.26 3.69 3.22 2.84 2.52 2.26 2.03 1.84 1.68 1.53 1.41 1.30

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web

Material Gauge mm Weight Moment Second Moment Second Crushing

kN/m2 Capacity Moment of Capacity Moment of Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m

PG 0.7 0.07 2.49 9.25 1.8 12.67 14.06

BWLE 0.7 0.07 1.71 9.25 1.24 12.67 12.46

PG = plain galv, 280N/mm2

BWLE = white polyester coated steel,220N/mm2

Page 12: Structural Decking & Trays Technical Brochure

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System Design and Performance VT32

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load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 2.00 2.10 2.20 2.30 2.40

0.7 5.67 4.91 4.30 3.80 3.38 3.02 2.72 2.46 2.24 2.05 1.87 1.72 1.53 1.32 1.15

0.7 4.51 3.88 3.37 2.95 2.61 2.32 2.08 1.87 1.70 1.54 1.41 n/a n/a n/a n/a

Double Span - Suction Loads - kN/m2

Span m

1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 2.00 2.10 2.20 2.30 2.40

0.7 13.46 11.14 9.37 7.99 6.90 6.02 5.30 4.70 4.20 3.78 3.42 3.11 2.84 2.60 2.40

0.7 9.30 7.69 6.48 5.53 4.78 4.17 3.67 3.26 2.92 2.63 2.38 2.16 1.98 1.81 1.67

Triple Span - Imposed Loads - kN/m2

Span m

1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 2.00 2.10 2.20 2.30 2.40

0.7 5.97 5.17 4.53 4.00 3.56 3.19 2.88 2.61 2.37 2.17 1.99 1.78 1.53 1.32 1.15

0.7 4.75 4.09 3.56 3.12 2.76 2.46 2.20 1.99 1.80 1.64 1.49 1.37 1.26 n/a n/a

Triple Span - Suction Loads - kN/m2

Span m

1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 2.00 2.10 2.20 2.30 2.40

0.7 12.80 10.59 8.91 7.60 6.56 5.73 5.04 4.47 4.00 3.60 3.25 2.96 2.70 2.48 2.28

0.7 8.84 7.32 6.16 5.26 4.54 3.97 3.50 3.10 2.78 2.50 2.26 2.06 1.88 1.73 1.59

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 13: Structural Decking & Trays Technical Brochure

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System Design and Performance VT35

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FS35

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web Shear

Gauge mm Weight Moment Second Moment Second Crushing Buckling

kN/m2 Capacity Moment of Capacity Moment of Resistance Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m kN/m

0.75 0.072 1.77 11.20 1.85 15.00 26.24 43.85

0.88 0.084 2.30 14.00 2.34 18.60 35.45 51.67

1.00 0.096 2.81 16.60 2.62 21.60 44.96 58.84

1.13 0.108 3.37 19.50 3.35 24.50 56.62 66.55

1.25 0.120 3.92 22.30 3.84 27.20 67.75 73.60

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0

0.75 2.02 1.65 1.36 1.14 0.96

0.88 2.53 2.07 1.71 1.43 1.20 1.02

1.00 3.00 2.46 2.03 1.70 1.43 1.21 1.03

1.13 3.53 2.89 2.39 2.00 1.68 1.43 1.22 1.05 0.90

1.25 4.04 3.31 2.74 2.29 1.93 1.64 1.40 1.20 1.03 0.90

Single Span - Suction Loads - kN/m2

Span m

1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0

0.75 4.20 3.73 3.33 3.00 2.71

0.88 5.31 4.71 4.21 3.79 3.43 3.12

1.00 6.39 5.67 5.07 4.56 4.12 3.75 3.29

1.13 7.59 6.73 6.02 5.41 4.89 4.27 3.73 3.28 2.90

1.25 8.69 7.71 6.89 6.20 5.47 4.74 4.14 3.64 3.22 2.86

Steel, unperforated

Page 14: Structural Decking & Trays Technical Brochure

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System Design and Performance VT35

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load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0

0.75 3.58 3.21 2.89 2.62 2.38 2.05 1.76 1.52 1.32 1.16 1.02

0.88 4.63 4.15 3.74 3.39 3.01 2.57 2.21 1.91 1.66 1.45 1.28 1.12 1.00

1.00 5.68 5.09 4.58 4.15 3.58 3.05 6.62 2.27 1.97 1.73 1.52 1.34 1.18 1.05 0.94

1.13 6.87 6.15 5.53 4.96 4.20 3.59 3.09 2.67 2.32 2.03 1.79 1.58 1.39 1.24 1.10

1.25 7.99 7.15 6.43 5.68 4.81 4.11 3.53 3.06 2.66 2.33 2.05 1.80 1.60 1.42 1.27

Double Span - Suction Loads - kN/m2

Span m

1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0

0.75 4.02 3.57 3.19 2.87 2.60 2.37 2.16 1.89 1.83 1.69 1.67

0.88 5.22 4.63 4.14 3.72 3.37 3.06 2.80 2.57 2.37 2.19 2.03 1.89 1.76

1.00 6.37 5.65 5.05 4.54 4.11 3.74 3.41 3.13 2.88 2.67 2.47 2.30 2.14 2.01 1.88

1.13 7.63 6.77 6.05 5.44 4.92 4.47 4.09 3.75 3.45 3.19 2.96 2.75 2.56 2.40 2.25

1.25 8.87 7.87 7.03 6.32 5.72 5.20 4.75 4.35 4.01 3.70 3.43 3.19 2.98 2.78 2.61

Triple Span - Imposed Loads - kN/m2

Span m

1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0

0.75 3.80 3.42 3.07 2.78 2.41 2.05 1.76 1.52 1.32 1.16 1.02

0.88 4.92 4.41 3.97 3.56 3.01 2.57 2.21 1.91 1.66 1.45 1.28 1.12 1.00

1.00 6.03 5.40 4.87 4.22 3.58 3.05 2.62 2.27 1.97 1.73 1.52 1.34 1.18 1.05 0.94

1.13 7.29 6.53 5.87 4.96 4.20 3.59 3.09 2.67 2.32 2.03 1.79 1.58 1.39 1.24 1.10

1.25 8.48 7.59 6.77 5.68 4.81 4.11 3.53 3.06 2.66 2.33 2.05 1.80 1.60 1.42 1.27

Triple Span - Suction Loads - kN/m2

Span m

1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0

0.75 4.29 3.81 3.41 3.07 2.77 2.52 2.30 2.11 1.95 1.80 1.67

0.88 5.57 4.94 4.42 3.97 3.59 3.27 2.99 2.74 2.52 2.33 2.16 2.01 1.88

1.00 6.80 6.03 5.39 4.85 4.38 3.99 3.64 3.34 3.07 2.84 2.63 2.45 2.28 2.14 2.00

1.13 8.14 7.23 6.46 5.81 5.25 4.77 4.36 4.00 3.67 3.40 3.15 2.93 2.73 2.55 2.39

1.25 9.47 8.40 7.51 6.75 6.10 5.55 5.06 4.64 4.27 3.95 3.66 3.40 3.17 2.97 2.17

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 15: Structural Decking & Trays Technical Brochure

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System Design and Performance VT40

SpeedDeck is committed to the environment. Please think before you print.

FS40

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web Shear

Gauge mm Weight Moment Second Moment Second Crushing Buckling

kN/m2 Capacity Moment of Capacity Moment of Resistance Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m kN/m

0.75 0.081 2.44 18.6 2.56 24.8 23.09 98.97

0.88 0.095 3.16 23.1 3.23 30.7 32.69 138.4

1.00 0.108 3.85 27.4 3.88 35.7 43.48 180.6

1.13 0.123 4.63 32.3 4.60 40.5 57.59 227.1

1.25 0.136 5.37 36.9 5.29 45.0 73.17 251.9

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0 3.1 3.2 3.3 3.4

0.75 1.63 1.38 1.18 1.02

0.88 2.03 1.72 1.48 1.27 1.10 0.96

1.00 2.41 2.05 1.76 1.51 1.31 1.14 1.00

1.13 2.84 2.42 2.07 1.79 1.55 1.35 1.18 1.03 0.91

1.25 3.25 2.77 2.37 2.05 1.77 1.55 1.35 1.19 1.04 0.92

Single Span - Suction Loads - kN/m2

Span m

2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0 3.1 3.2 3.3 3.4

0.75 3.74 3.40 3.10 2.85

0.88 4.71 4.28 3.91 3.58 3.30 3.05

1.00 5.65 5.14 4.69 4.30 3.96 3.66 3.31

1.13 6.69 60.8 5.55 5.09 4.69 4.20 3.75 3.36 3.03

1.25 7.69 6.99 6.38 5.85 5.26 4.67 4.17 3.74 3.36 3.04

Steel, unperforated

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System Design and Performance VT40

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load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0 3.1 3.2 3.3 3.4

0.75 3.10 2.84 2.61 2.41 2.22 1.96 1.72 1.52 1.35 1.02 1.08 0.96

0.88 4.00 3.67 3.37 3.10 2.79 2.44 2.15 1.90 1.69 1.50 1.34 1.20 1.08 0.97

1.00 4.90 4.48 4.12 3.79 3.31 2.90 2.55 2.26 2.00 1.79 1.60 1.43 1.29 1.16 1.05

1.13 5.91 5.40 4.96 4.48 3.90 3.42 3.01 2.66 2.37 2.11 1.89 1.69 1.52 1.37 1.24

1.25 6.89 6.30 5.78 5.12 4.46 3.91 3.45 3.05 2.71 2.41 2.16 1.94 1.74 1.57 1.42

Double Span - Suction Loads - kN/m2

Span m

2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0 3.1 3.2 3.3 3.4

0.75 3.57 3.24 2.96 2.72 2.50 2.31 2.14 1.99 1.86 1.74 1.63 1.53

0.88 4.61 4.19 3.83 3.51 3.23 2.98 2.77 2.57 2.40 2.24 2.10 1.97 1.86 1.75

1.00 5.61 5.10 4.65 4.27 3.93 3.63 3.36 3.13 2.91 2.72 2.55 2.40 2.26 2.13 2.01

1.13 6.74 6.12 5.59 5.12 4.72 4.36 4.04 3.75 3.50 3.27 3.06 2.88 2.71 2.55 2.41

1.25 7.81 7.09 6.48 5.94 5.46 5.05 4.68 4.35 4.05 3.78 3.55 3.33 3.13 2.95 2.79

Triple Span - Imposed Loads - kN/m2

Span m

2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0 3.1 3.2 3.3 3.4

0.75 3.29 3.01 2.77 2.56 2.24 1.96 1.72 1.52 1.35 1.20 1.08 0.96

0.88 4.25 3.89 3.58 3.20 2.79 2.44 2.15 1.90 1.69 1.50 1.34 1.20 1.08 0.97

1.00 5.20 4.76 4.37 3.80 3.31 2.90 2.55 2.26 2.00 1.79 1.60 1.43 1.29 1.16 1.05

1.13 6.27 5.74 5.17 4.48 3.90 3.42 3.01 2.66 2.37 2.11 1.89 1.69 1.52 1.37 1.24

1.25 7.32 6.69 5.91 5.12 4.46 3.91 3.45 3.05 2.71 2.41 2.16 1.94 1.74 1.57 1.42

Triple Span - Suction Loads - kN/m2

Span m

2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0 3.1 3.2 3.3 3.4

0.75 3.81 3.46 3.16 2.90 2.67 2.46 2.28 2.12 1.98 1.85 1.74 1.63

0.88 4.92 4.47 4.08 3.74 3.44 3.18 2.95 2.74 2.56 2.39 2.24 2.10 1.98 1.87

1.00 5.98 5.44 4.96 4.55 4.19 3.87 3.58 3.33 3.11 2.90 2.72 2.55 2.40 2.27 2.14

1.13 7.19 6.53 5.96 5.47 5.03 4.65 4.30 4.00 3.73 3.48 3.26 3.06 2.88 2.72 2.57

1.25 8.33 7.57 6.91 6.33 5.83 5.38 4.99 4.63 4.32 4.03 3.78 3.55 3.34 3.15 2.97

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 17: Structural Decking & Trays Technical Brochure

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System Design and Performance VT50

SpeedDeck is committed to the environment. Please think before you print.

FS50

Steel, unperforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web

Gauge mm Weight Moment Second Moment Second Crushing

kN/m2 Capacity Moment of Capacity Moment of Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m

0.75 0.074 3.28 22.5 3.31 29.0 22.5

0.88 0.087 4.99 28.0 4.26 36.0 29.79

1.00 0.099 6.97 33.2 5.21 42.7 37.78

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

1.40 1.50 1.60 1.70 1.80 1.90 2.00 2.10 2.20 2.30 2.40 2.50 2.60 2.70 2.80

0.75 6.38 5.09 4.12 3.39 2.81 2.36 1.99 1.70 1.46 1.26 1.09 0.95 0.83 0.73 0.65

0.88 7.94 6.34 5.14 4.22 3.50 2.94 2.48 2.12 1.82 1.57 1.36 1.19 1.04 0.92 0.81

1.00 9.42 7.52 6.10 5.01 4.16 3.49 2.95 2.51 2.16 1.86 1.62 1.41 1.24 1.09 0.96

Single Span - Suction Loads - kN/m2

Span m

1.40 1.50 1.60 1.70 1.80 1.90 2.00 2.10 2.20 2.30 2.40 2.50 2.60 2.70 2.80

0.75 9.72 8.48 7.46 6.62 5.91 5.31 4.80 4.36 3.98 3.65 3.36 3.00 2.67 2.39 2.15

0.88 12.51 10.91 9.60 8.51 7.60 6.83 6.17 5.61 5.12 4.69 4.19 3.71 3.31 2.97 2.67

1.00 15.29 13.33 11.73 10.40 9.29 8.35 7.54 6.85 6.25 5.62 4.96 4.40 3.92 3.51 3.16

Page 18: Structural Decking & Trays Technical Brochure

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System Design and Performance VT50

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load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

2.40 2.50 2.60 2.70 2.80 2.90 3.00 3.10 3.20 3.30 3.40 3.50 3.60 3.70 3.80

0.75 2.41 2.25 2.10 1.87 1.66 1.48 1.33 1.19 1.07 0.97 0.88 0.79 0.72 0.66 0.60

0.88 3.17 2.96 2.63 2.33 2.07 1.85 1.65 1.49 1.34 1.21 1.09 0.99 0.90 0.82 0.75

1.00 3.94 3.54 3.12 2.77 2.46 2.20 1.97 1.77 1.59 1.44 1.30 1.18 1.08 0.98 0.90

Double Span - Suction Loads - kN/m2

Span m

2.40 2.50 2.60 2.70 2.80 2.90 3.00 3.10 3.20 3.30 3.40 3.50 3.60 3.70 3.80

0.75 3.33 3.07 2.85 2.65 2.46 2.30 2.16 2.02 1.90 1.80 1.70 1.60 1.52 1.44 1.37

0.88 5.04 4.65 4.31 4.00 3.72 3.48 3.26 3.05 2.87 2.71 2.55 2.41 2.29 2.17 2.06

1.00 6.83 6.30 5.83 5.42 5.04 4.71 4.41 4.13 3.88 3.66 3.45 3.26 3.09 2.93 2.78

Triple Span - Imposed Loads - kN/m2

Span m

2.40 2.50 2.60 2.70 2.80 2.90 3.00 3.10 3.20 3.30 3.40 3.50 3.60 3.70 3.80

0.75 2.55 2.38 2.11 1.87 1.66 1.48 1.33 1.19 1.07 0.97 0.88 0.79 0.72 0.66 0.60

0.88 3.36 2.99 2.63 2.33 2.07 1.85 1.65 1.49 1.34 1.21 1.09 0.99 0.90 0.82 0.75

1.00 4.04 3.54 3.12 2.77 2.46 2.20 1.97 1.77 1.59 1.44 1.30 1.18 1.08 0.98 0.90

Triple Span - Suction Loads - kN/m2

Span m

2.40 2.50 2.60 2.70 2.80 2.90 3.00 3.10 3.20 3.30 3.40 3.50 3.60 3.70 3.80

0.75 3.55 3.28 3.04 2.82 2.63 2.46 2.30 2.16 2.03 1.91 1.81 1.71 1.62 1.54 1.46

0.88 5.32 4.91 4.54 4.22 3.93 3.67 3.43 3.22 3.03 2.85 2.69 2.55 2.41 2.29 2.17

1.00 6.50 5.99 5.55 5.15 4.80 4.48 4.19 3.93 3.70 3.48 3.29 3.11 2.94 2.79 2.65

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 19: Structural Decking & Trays Technical Brochure

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System Design and Performance VT83

SpeedDeck is committed to the environment. Please think before you print.

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web Shear

Gauge mm Weight Moment Second Moment Second Crushing Buckling

kN/m2 Capacity Moment of Capacity Moment of Resistance Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m kN/m

0.75 0.080 5.01 84.62 5.22 88.65 20.60 57.19

0.88 0.094 6.87 103.5 6.42 108.0 28.89 79.94

1.00 0.107 8.52 121.4 7.57 124.8 38.09 104.3

1.13 0.121 10.1 141.3 8.84 141.7 49.96 134.2

1.25 0.134 11.7 157.3 10.0 157.3 62.89 148.9

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

2.00 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8

0.75 6.87 5.67 4.30 3.33 2.63 2.11 1.71 1.40 1.16 0.97

0.88 9.41 6.95 5.26 4.08 3.22 2.58 2.09 1.72 1.43 1.19 1.01

1.00 11.0 8.15 6.18 4.79 3.78 3.03 2.46 2.02 1.68 1.40 1.18 1.00

1.13 12.9 9.49 7.19 5.57 4.40 3.53 2.87 2.35 1.95 1.64 1.38 1.17 1.00

1.25 14.3 10.6 8.01 6.20 4.90 3.93 3.19 2.62 2.18 1.82 1.54 1.30 1.11 0.95

Single Span - Suction Loads - kN/m2

Span m

2.00 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8

0.75 7.54 6.24 5.26 4.49 3.88 3.39 2.99 2.66 2.38 2.15

0.88 9.27 7.67 6.46 5.52 4.77 4.17 3.68 3.27 2.92 2.63 2.39

1.00 10.9 9.04 7.62 6.51 5.62 4.91 4.33 3.85 3.44 3.10 2.81 2.56

1.13 12.8 10.6 8.89 7.59 6.56 5.73 5.05 4.49 4.02 3.62 3.28 2.98 2.73

1.25 14.5 12.0 10.1 8.61 7.44 6.50 5.73 5.09 4.56 4.10 3.72 3.38 3.04 2.68

Steel, unperforated

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System Design and Performance VT83

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load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2

0.75 1.70 1.55 1.14 1.29 1.19 1.09 1.01 0.94

0.88 2.23 2.02 1.84 1.54 1.54 1.42 1.31 1.21 1.12 1.08 0.96

1.00 2.75 2.49 2.27 1.90 1.90 1.75 1.61 1.49 1.38 1.28 1.13 1.00

1.13 3.36 3.04 2.77 2.31 2.31 2.12 1.95 1.81 1.67 1.49 1.32 1.17 1.04 0.92

1.25 3.97 3.58 3.25 2.71 2.71 2.49 2.29 2.11 1.89 1.66 1.47 1.30 1.15 1.03 0.92

Double Span - Suction Loads - kN/m2

Span m

3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2

0.75 2.56 2.29 2.06 1.87 1.70 1.56 1.43 1.32

0.88 3.49 3.12 2.81 2.55 2.32 2.12 1.95 1.80 1.66 1.55 1.44

1.00 4.32 3.86 3.48 3.15 2.87 2.62 2.41 2.22 2.05 1.91 1.78 1.66

1.13 5.13 4.59 4.13 3.74 3.41 3.11 2.86 2.64 2.44 2.26 2.11 1.97 1.84 1.73

1.25 5.90 5.28 4.75 4.30 3.91 3.58 3.29 3.03 2.80 2.60 2.42 2.26 2.12 1.99 1.87

Triple Span - Imposed Loads - kN/m2

Span m

3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2

0.75 1.80 1.64 1.50 1.37 1.26 1.16 1.07 1.00 0.92

0.88 2.36 2.14 1.95 1.79 1.64 1.51 1.39 1.29 1.20 1.09 0.96

1.00 2.92 2.65 2.41 2.20 2.02 1.86 1.71 1.58 1.46 1.28 1.13 1.00

1.13 3.57 3.23 2.94 2.68 2.46 2.26 2.08 1.92 1.70 1.49 1.32 1.17 1.04 0.92

1.25 4.21 3.80 3.45 3.15 2.88 2.65 2.44 2.16 1.89 1.66 1.47 1.30 1.15 1.03 0.92

Triple Span - Suction Loads - kN/m2

Span m

3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2

0.75 2.73 2.44 2.20 1.99 1.81 1.66 1.53 1.41 1.30

0.88 3.72 3.33 3.00 2.72 2.47 2.26 2.08 1.91 1.77 1.65 1.53

1.00 4.61 4.12 3.71 3.36 3.06 2.79 2.57 2.36 2.19 2.03 1.89 1.77

1.13 5.48 4.90 4.41 3.99 3.63 3.32 3.05 2.81 2.60 2.41 2.24 2.10 1.96 1.84

1.25 6.27 5.61 5.05 4.57 4.16 3.80 3.49 3.21 2.97 2.76 2.57 2.40 2.24 2.10 1.98

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 21: Structural Decking & Trays Technical Brochure

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System Design and Performance VT89

SpeedDeck is committed to the environment. Please think before you print.

FS89

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web Shear

Gauge mm Weight Moment Second Moment Second Crushing Buckling

kN/m2 Capacity Moment of Capacity Moment of Resistance Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m kN/m

0.75 0.080 5.62 107.81 5.46 105.07 21.63 80.36

0.88 0.094 7.12 128.88 6.71 128.01 31.43 95.35

1.00 0.107 8.52 147.86 7.90 147.86 42.09 108.8

1.13 0.121 9.96 167.88 9.23 167.88 53.29 123.4

1.25 0.134 11.55 186.37 10.46 186.37 64.39 136.8

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50

0.75 2.70 2.09 1.65 1.32 1.06

0.88 3.23 2.50 1.97 1.58 1.27 1.04

1.00 3.71 2.87 2.26 1.81 1.46 1.20 0.99

1.13 4.21 3.26 2.57 2.05 1.66 1.36 1.12 0.93

1.25 4.68 3.62 2.85 2.28 1.84 1.51 1.24 1.03

Single Span - Suction Loads - kN/m2

Span m

3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50

0.75 3.55 3.03 2.63 2.30 2.03

0.88 4.35 3.72 3.22 2.82 2.49 2.22

1.00 5.12 4.38 3.79 3.32 3.93 2.61 2.34

1.13 5.98 5.11 4.43 3.87 3.42 3.04 2.73 2.46

1.25 6.78 5.79 5.01 4.38 3.87 3.44 3.09 2.78

Steel, unperforated

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System Design and Performance VT89

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load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50

0.75 2.20 1.93 1.70 1.52 1.36 1.22 1.10 1.00 0.91

0.88 2.93 2.56 2.26 2.00 1.79 1.61 1.45 1.31 1.20 1.09 1.00 0.92

1.00 3.64 3.18 2.80 2.48 2.21 1.98 1.79 1.62 1.14 1.34 1.23 1.13 0.99

1.13 4.40 3.84 3.37 2.98 2.66 2.38 2.15 1.94 1.76 1.61 1.47 1.29 1.12 0.97

1.25 5.12 4.45 3.91 3.46 3.08 2.76 2.48 2.24 2.04 1.86 1.66 1.43 1.24 1.08 0.94

Double Span - Suction Loads - kN/m2

Span m

3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50

0.75 3.65 3.12 2.70 2.36 2.09 1.86 1.67 1.50 1.36

0.88 4.61 3.95 3.42 2.99 2.64 2.35 2.10 1.90 1.72 1.57 1.44 1.32

1.00 5.52 4.72 4.08 3.57 3.15 2.82 2.51 2.26 2.05 1.87 1.72 1.58 1.46

1.13 6.44 5.51 4.77 4.17 3.68 3.27 2.93 2.64 2.40 2.19 2.00 1.84 1.70 1.58

1.25 7.47 6.38 5.52 4.83 4.26 3.79 3.39 3.06 2.77 2.53 2.32 2.13 1.97 1.82 1.70

Triple Span - Imposed Loads - kN/m2

Span m

3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50

0.75 2.32 2.04 1.71 1.61 1.44 1.30 1.17 1.07 0.97

0.88 3.10 2.71 2.39 2.13 1.90 7.71 1.54 1.40 1.27 1.16 1.07 0.98

1.00 3.86 3.37 2.97 2.63 2.35 2.11 1.90 1.72 1.57 1.43 1.31 1.14 0.99

1.13 4.66 4.07 3.58 3.17 2.82 2.53 2.28 2.07 1.88 1.71 1.50 1.29 1.12

1.25 5.42 4.72 4.15 3.67 3.27 2.93 2.64 2.39 2.17 1.94 1.66 1.43 1.24

Triple Span - Suction Loads - kN/m2

Span m

3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50

0.75 3.89 3.33 2.88 2.52 2.22 1.98 1.77 1.60 1.45

0.88 4.92 4.21 3.64 3.19 2.81 2.50 2.24 2.02 1.83 1.67 1.53 1.41

1.00 5.89 5.03 4.35 3.81 3.36 2.99 2.68 2.41 2.19 1.99 1.83 1.68 1.55

1.13 6.88 5.88 5.08 4.44 3.92 3.49 3.12 2.82 2.55 2.33 2.13 1.96 1.71

1.25 7.97 6.81 5.89 5.15 4.54 4.04 3.62 3.26 2.95 2.69 2.47 2.27 2.09

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 23: Structural Decking & Trays Technical Brochure

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System Design and Performance VT100

SpeedDeck is committed to the environment. Please think before you print.

FS100

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web Shear

Gauge mm Weight Moment Second Moment Second Crushing Buckling

kN/m2 Capacity Moment of Capacity Moment of Resistance Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m kN/m

0.75 0.091 6.75 131.4 6.76 142.6 22.81 98.44

0.88 0.107 8.70 160.7 8.32 173.7 32.15 116.3

1.00 0.121 10.6 188.7 9.80 200.6 42.59 132.8

1.13 0.137 12.7 219.6 11.4 227.7 56.15 150.6

1.25 0.152 14.8 248.8 13.0 252.8 71.03 166.9

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8

0.75 3.30 2.69 2.21 1.84 1.54 1.30 1.11 0.95

0.88 4.04 3.29 2.71 2.25 1.89 1.60 1.36 1.17 1.00

1.00 4.75 3.87 3.19 2.65 2.23 1.88 1.60 1.37 1.18 1.02

1.13 5.53 4.51 3.71 3.09 2.59 2.19 1.87 1.60 1.38 1.20 1.04 0.91

1.25 6.27 5.11 4.21 3.50 2.94 2.49 2.12 1.82 1.57 1.36 1.18 1.03 0.90

Single Span - Suction Loads - kN/m2

Span m

3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8

0.75 4.38 3.86 3.43 3.07 2.77 2.51 2.28 2.09

0.88 5.39 4.75 4.22 3.78 3.40 3.08 2.80 2.56 2.35

1.00 6.34 5.59 4.97 4.44 4.00 3.62 3.30 3.01 2.77 2.55

1.13 7.38 6.50 5.77 5.16 4.56 4.21 3.83 3.50 3.22 2.96 2.74 2.55

1.25 8.41 7.41 6.58 5.88 5.30 4.79 4.36 3.99 3.66 3.38 3.12 2.90 2.68

Steel, unperforated

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load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8

0.75 1.57 1.45 1.34 1.24 1.15 1.07 1.00 0.93

0.88 2.06 1.90 1.75 1.62 1.50 1.39 1.30 1.21 1.13 1.06 0.99 0.93

1.00 2.56 2.35 2.16 2.00 1.85 1.72 1.60 1.49 1.39 1.30 1.22 1.14 1.02 0.92

1.13 3.12 2.86 2.63 2.43 2.25 2.09 1.94 1.81 1.69 1.58 1.48 1.33 1.20 1.08 0.97

1.25 3.69 3.39 3.11 2.87 2.65 2.46 2.29 2.13 1.99 1.86 1.69 1.51 1.36 1.22 1.10

Double Span - Suction Loads - kN/m2

Span m

4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8

0.75 2.50 2.28 2.08 1.91 1.77 1.63 1.52 1.14

0.88 3.21 2.93 2.67 2.46 2.26 2.10 1.95 1.81 1.69 1.58 1.49 1.40

1.00 3.91 3.55 3.25 2.98 2.75 2.54 2.36 2.20 2.05 1.92 1.80 1.70 1.60 1.51

1.13 4.67 4.25 3.89 3.57 3.29 3.04 2.82 2.63 2.45 2.29 2.15 2.02 1.91 1.80 1.71

1.25 5.44 4.95 4.52 4.15 3.82 3.53 3.28 3.05 2.85 2.67 2.50 2.35 2.22 2.09 1.98

Triple Span - Imposed Loads - kN/m2

Span m

4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8

0.75 1.67 1.54 1.42 1.32 1.22 1.14 1.06 0.99 0.93

0.88 2.19 2.01 1.86 1.72 1.59 1.48 1.38 1.29 1.21 1.13 1.06

1.00 2.71 2.49 2.30 2.12 1.97 1.83 1.70 1.59 1.48 1.39 1.27

1.13 3.31 3.04 2.80 2.59 2.39 2.22 2.07 1.93 1.80 1.66 1.49

1.25 3.92 3.60 3.31 3.05 2.83 2.62 2.44 2.27 2.12 1.89 1.69

Triple Span - Suction Loads - kN/m2

Span m

4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8

0.75 2.67 2.43 2.22 2.04 1.88 1.74 1.61 1.50 1.41

0.88 3.43 3.12 2.85 2.62 2.41 2.23 2.07 1.93 1.80 1.69 1.58

1.00 4.17 3.79 3.46 3.18 2.93 2.71 2.51 2.34 2.18 2.04 1.92

1.13 4.98 4.53 4.14 3.80 3.50 3.24 3.00 2.80 2.61 2.44 2.29

1.25 5.80 5.27 4.82 4.42 4.04 3.77 3.49 3.25 3.03 2.84 2.66

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 25: Structural Decking & Trays Technical Brochure

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System Design and Performance VT110

SpeedDeck is committed to the environment. Please think before you print.

FS110

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web Shear

Gauge mm Weight Moment Second Moment Second Crushing Buckling

kN/m2 Capacity Moment of Capacity Moment of Resistance Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m kN/m

0.75 0.088 6.89 148.4 6.40 148.4 20.67 111.40

0.88 0.104 10.19 179.4 8.60 179.4 29.79 131.76

1.00 0.118 10.71 208.4 10.63 208.4 40.23 150.45

1.13 0.133 12.16 236.6 12.07 236.6 52.73 170.66

1.25 0.147 13.50 262.7 13.40 262.7 63.43 189.28

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8

0.75 1.49 1.27 1.09 0.94

0.88 1.80 1.54 1.32 1.14 0.98

1.00 2.09 1.79 1.53 1.32 1.15 1.00

1.13 2.38 2.03 1.74 1.50 1.30 1.13 0.99

1.25 2.64 2.25 1.93 1.67 1.45 1.26 1.10 0.96

Single Span - Suction Loads - kN/m2

Span m

4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8

0.75 2.37 2.16 1.98 1.82

0.88 3.18 2.89 2.64 2.43 2.24

1.00 3.91 3.56 3.26 2.99 2.75 2.55

1.13 4.44 4.04 3.70 3.39 3.13 2.89 2.68

1.25 4.93 4.49 4.10 3.77 3.47 3.21 2.98 2.77

Steel, unperforated

Page 26: Structural Decking & Trays Technical Brochure

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System Design and Performance VT110

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load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8

0.75 1.46 1.34 1.24 1.15 1.07 0.99 0.92

0.88 2.04 1.88 1.73 1.61 1.49 1.39 1.29 1.21 1.13 1.06 1.00 0.94

1.00 2.63 2.42 2.24 2.07 1.92 1.79 1.67 1.56 1.46 1.36 1.28 1.20 1.13 1.03 0.93

1.13 3.17 2.91 2.68 2.48 2.30 2.14 1.99 1.86 1.74 1.63 1.52 1.43 1.30 1.17 1.06

1.25 3.63 3.33 3.07 2.83 2.62 2.44 2.27 2.11 1.98 1.85 1.73 1.61 1.45 1.30 1.18

Double Span - Suction Loads - kN/m2

Span m

4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8

0.75 2.55 2.32 2.12 1.95 1.80 1.66 1.54

0.88 3.74 3.40 3.11 2.86 2.63 2.43 2.26 2.10 1.96 1.83 1.72 1.62

1.00 3.94 3.59 3.28 3.01 2.77 2.57 2.38 2.22 2.07 1.94 1.82 1.71 1.61 1.52 1.44

1.13 4.48 4.07 3.72 3.42 3.15 2.91 2.70 2.52 2.35 2.20 2.06 1.94 1.83 1.73 1.64

1.25 4.97 4.52 4.13 3.79 3.50 3.23 3.00 2.79 2.61 2.44 2.29 2.15 2.03 1.92 1.82

Triple Span - Imposed Loads - kN/m2

Span m

4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8

0.75 1.54 1.42 1.32 1.22 1.13 1.05 0.98 0.92

0.88 2.16 1.99 1.84 1.70 1.58 1.47 1.38 1.29 1.20 1.13 1.06

1.00 2.79 2.57 2.37 2.20 2.04 1.90 1.77 1.65 1.55 1.45 1.36

1.13 3.36 3.09 2.85 2.64 2.44 2.27 2.21 1.98 1.85 1.73 1.61

1.25 3.85 3.54 3.26 3.01 2.79 2.59 2.41 2.25 2.10 1.97 1.79

Triple Span - Suction Loads - kN/m2

Span m

4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8

0.75 2.72 2.47 2.26 2.08 1.91 1.77 1.64 1.53

0.88 3.90 3.55 3.25 2.98 2.74 2.54 2.35 2.19 2.04 1.91 1.79

1.00 4.20 3.82 3.50 3.21 2.96 2.73 2.54 2.36 2.20 2.06 1.93

1.13 4.77 4.34 3.97 3.64 3.36 3.10 2.88 2.68 2.50 2.34 2.20

1.25 5.30 4.82 4.40 4.04 3.72 3.44 3.20 2.97 2.78 2.60 2.44

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 27: Structural Decking & Trays Technical Brochure

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System Design and Performance VT137

SpeedDeck is committed to the environment. Please think before you print.

FS137

Steel, unperforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web Shear

Gauge mm Weight Moment Second Moment Second Crushing Buckling

kN/m2 Capacity Moment of Capacity Moment of Resistance Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m kN/m

0.75 0.097 8.96 281.5 8.79 278.6 21.47 63.25

0.88 0.114 11.6 339.8 11.6 337.6 30.79 93.00

1.00 0.129 14.0 393.6 14.0 393.6 41.48 121.4

1.13 0.146 16.8 446.9 16.6 446.9 53.8 156.3

1.25 0.161 19.4 496.2 18.8 496.2 65.39 192.4

1.50 0.194 25.2 598.7 23.0 598.7 92.57 245.1

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

3.0 3.4 3.8 4.2 4.6 5.0 5.4 5.8 6.2 6.6 7.0 7.4 7.8 8.2 8.6

0.75 4.77 4.21 3.39 2.48 1.85 1.41 1.09

0.88 6.84 5.57 4.11 2.99 2.23 1.70 1.32 1.04

1.00 8.75 6.73 4.76 3.47 2.59 1.98 1.54 1.21 0.96

1.13 10.5 7.69 5.41 3.94 2.94 2.25 1.74 1.37 1.09

1.25 12.1 8.53 6.01 4.37 3.27 2.50 1.94 1.53 1.22 0.98

1.50 15.3 10.3 7.25 5.28 3.94 3.01 2.34 1.84 1.47 1.18 0.95

Single Span - Suction Loads - kN/m2

Span m

3.0 3.4 3.8 4.2 4.6 5.0 5.4 5.8 6.2 6.6 7.0 7.4 7.8 8.2 8.6

0.75 5.68 4.44 3.58 2.94 2.47 2.11 1.82

0.88 7.48 5.85 4.70 3.87 3.25 2.77 2.39 2.08

1.00 9.02 7.05 5.67 4.66 3.91 3.33 2.87 2.51 2.21

1.13 10.7 8.35 6.72 5.52 4.63 3.94 3.40 2.97 2.61

1.25 12.1 9.45 7.60 6.25 5.24 4.46 3.85 3.35 2.96 2.63

1.50 14.8 11.6 9.30 7.64 6.41 5.45 4.70 4.10 3.61 3.21 2.88

Page 28: Structural Decking & Trays Technical Brochure

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System Design and Performance VT137

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load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

3.0 3.4 3.8 4.2 4.6 5.0 5.4 5.8 6.2 6.6 7.0 7.4 7.8 8.2 8.6

0.75 2.73 2.26 1.91 1.63 1.40 1.22 1.07 0.94

0.88 3.81 3.15 2.65 2.26 1.94 1.69 1.48 1.31 1.16 1.04 0.93

1.00 4.91 4.04 3.39 2.88 2.48 2.15 1.89 1.66 1.48 1.32 1.18 1.06

1.13 6.12 5.03 4.21 3.57 3.07 2.66 2.33 2.05 1.82 1.62 1.45 1.31 1.18 1.07 0.96

1.25 7.20 5.90 4.93 4.18 3.58 3.10 2.71 2.39 2.12 1.89 1.69 1.52 1.37 1.24 1.06

1.50 9.47 7.74 6.43 5.43 4.65 4.01 3.50 3.08 2.72 2.42 2.16 1.95 1.76 1.51 1.28

Double Span - Suction Loads - kN/m2

Span m

3.0 3.4 3.8 4.2 4.6 5.0 5.4 5.8 6.2 6.6 7.0 7.4 7.8 8.2 8.6

0.75 5.79 4.53 3.64 3.00 2.52 2.15 1.85 1.62

0.88 7.48 5.85 4.70 3.87 3.25 2.77 2.39 2.08 1.84 1.64 1.47

1.00 9.02 7.05 5.67 4.66 3.91 3.33 2.87 2.51 2.21 1.97 1.76 1.59 1.44

1.13 10.8 8.45 6.79 5.59 4.68 3.99 3.44 3.00 2.64 2.35 2.11 1.90 1.72 1.57 1.44

1.25 12.5 9.75 7.84 6.45 5.40 4.60 3.96 3.46 3.04 2.71 2.42 2.19 1.98 1.81 1.66

1.50 16.2 12.7 10.2 8.36 7.00 5.95 5.13 4.47 3.94 3.50 3.13 2.82 2.56 2.34 2.14

Triple Span - Imposed Loads - kN/m2

Span m

3.0 3.4 3.8 4.2 4.6 5.0 5.4 5.8 6.2 6.6 7.0 7.4 7.8 8.2 8.6

0.75 2.88 2.39 2.01 1.72 1.49 1.29 1.14 1.00

0.88 4.02 3.32 2.80 2.39 2.06 1.79 1.57 1.39 1.24

1.00 5.18 4.27 3.59 3.05 2.63 2.28 2.00 1.77 1.57

1.13 6.46 5.32 4.45 3.78 3.25 2.82 2.47 2.18 1.93

1.25 7.60 6.24 5.22 4.43 3.80 3.29 2.88 2.54 2.25

1.50 10.0 8.18 6.81 5.76 4.93 4.26 3.72 3.27 2.90

Triple Span - Suction Loads - kN/m2

Span m

3.0 3.4 3.8 4.2 4.6 5.0 5.4 5.8 6.2 6.6 7.0 7.4 7.8 8.2 8.6

0.75 6.17 4.83 3.89 3.20 2.68 2.29 1.97 1.72

0.88 7.98 6.24 5.02 4.13 3.46 2.95 2.54 2.22 1.96

1.00 9.63 7.52 6.05 4.97 4.17 3.55 3.06 2.67 2.35

1.13 11.5 9.02 7.25 5.96 4.99 4.25 3.66 3.19 2.81

1.25 13.3 10.4 8.36 6.88 5.76 4.90 4.22 3.68 3.24

1.50 17.3 13.5 10.9 8.92 7.46 6.35 5.47 4.77 4.20

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 29: Structural Decking & Trays Technical Brochure

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System Design and Performance VT153

SpeedDeck is committed to the environment. Please think before you print.

FS153

Steel, unperforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web Shear

Gauge mm Weight Moment Second Moment Second Crushing Buckling

kN/m2 Capacity Moment of Capacity Moment of Resistance Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m kN/m

0.75 0.107 11.5 355.1 10.5 370.7 23.09 98.97

0.88 0.126 15.5 432.3 14.4 448.5 32.69 138.4

1.00 0.143 19.0 505.3 17.8 516.7 43.48 180.6

1.13 0.161 22.7 586.6 20.7 586.7 57.59 227.1

1.25 0.179 26.0 651.3 23.3 651.3 73.17 251.9

1.50 0.214 33.0 785.9 28.2 785.9 104.0 303.4

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 4.28 3.66 2.71 2.05 1.58 1.24 0.98

0.88 6.05 4.46 3.30 2.50 1.93 1.51 1.20 0.96

1.00 7.28 5.22 3.86 2.92 2.26 1.77 1.41 1.13 0.92

1.13 8.46 6.07 4.49 3.40 2.62 2.06 1.64 1.32 1.07

1.25 9.39 6.74 4.98 3.77 2.91 2.29 1.82 1.46 1.18 0.97

1.50 11.3 8.13 6.01 4.55 3.52 2.67 2.20 1.77 1.43 1.17 0.96

Single Span - Suction Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 4.74 3.86 3.21 2.71 2.33 2.02 1.77

0.88 6.48 5.27 4.38 3.70 3.17 2.75 2.41 2.13

1.00 7.99 6.50 5.40 4.56 3.90 3.39 2.97 2.63 2.34

1.13 9.29 7.55 6.27 5.29 4.54 3.93 3.45 3.05 2.72

1.25 10.5 8.50 7.06 5.96 5.10 4.42 3.88 3.43 3.06 2.75

1.50 12.7 10.3 8.54 7.21 6.17 5.35 4.69 4.15 3.70 3.32 3.00

Page 30: Structural Decking & Trays Technical Brochure

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System Design and Performance VT153

SpeedDeck is committed to the environment. Please think before you print.

load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 2.34 1.99 1.71 1.49 1.30 1.15 1.02 0.91

0.88 3.29 2.80 2.41 2.09 1.84 1.62 1.44 1.29 1.16 1.04 0.94

1.00 4.25 3.61 3.11 2.70 2.37 2.09 1.86 1.66 1.49 1.34 1.22 1.10 1.01 0.92

1.13 5.32 4.50 3.86 3.35 2.93 2.58 2.29 2.04 1.83 1.65 1.49 1.35 1.23 1.12 1.02

1.25 6.37 5.38 4.60 3.98 3.47 3.05 2.70 2.41 2.16 1.94 1.75 1.59 1.45 1.32 1.13

1.50 8.33 7.00 5.96 5.14 4.47 3.92 3.47 3.08 2.75 2.47 2.23 2.02 1.84 1.60 1.37

Double Span - Suction Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 5.18 4.21 3.50 2.96 2.54 2.20 1.93 1.71

0.88 6.96 5.66 4.70 3.97 3.40 2.95 2.59 2.04 1.83 1.66

1.00 8.52 6.93 5.75 4.86 4.16 3.61 3.16 2.79 2.49 2.24 2.02 1.84 1.68 1.55

1.13 10.2 8.27 6.86 5.79 4.96 4.30 3.76 3.33 2.97 2.66 2.41 2.19 2.00 1.84 1.69

1.25 11.6 9.46 7.85 6.63 5.67 4.92 4.31 3.81 3.39 3.04 2.75 2.50 2.28 2.10 1.93

1.50 14.8 12.0 9.95 8.40 7.19 6.23 5.45 4.82 4.29 3.85 3.48 3.16 2.89 2.65 2.44

Triple Span - Imposed Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 2.47 2.10 1.81 1.57 1.38 1.22 1.08

0.88 3.47 2.96 2.55 2.22 1.95 1.72 1.53

1.00 4.49 3.82 3.29 2.86 2.51 2.22 1.97

1.13 5.62 4.76 4.09 3.54 3.10 2.74 2.43

1.25 6.73 5.69 4.87 4.22 3.68 3.24 2.87

1.50 8.81 7.41 6.32 5.45 4.75 4.17 3.69

Triple Span - Suction Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 5.52 4.49 3.73 3.15 2.70 2.35 2.06

0.88 7.43 6.04 5.05 4.23 3.63 3.14 2.75

1.00 9.09 7.39 6.13 5.18 4.43 3.84 3.37

1.13 10.9 8.82 7.32 6.18 5.29 4.58 4.01

1.25 12.4 10.1 8.38 7.07 6.05 5.24 4.59

1.50 15.6 12.7 10.5 8.87 7.59 6.57 5.75

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 31: Structural Decking & Trays Technical Brochure

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System Design and Performance VT158

SpeedDeck is committed to the environment. Please think before you print.

FS158

Steel, unperforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web Shear

Gauge mm Weight Moment Second Moment Second Crushing Buckling

kN/m2 Capacity Moment of Capacity Moment of Resistance Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m kN/m

0.75 0.120 13.3 424.4 12.1 443.1 26.90 115.53

0.88 0.141 17.9 516.8 16.7 536.0 38.20 161.57

1.00 0.160 22.0 604.0 20.6 617.6 50.96 210.87

1.13 0.181 26.2 701.1 23.9 701.3 67.73 262.70

1.25 0.200 30.1 778.5 27.0 778.5 85.22 291.40

1.50 0.240 38.2 939.3 32.6 939.3 119.97 351.05

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 4.98 4.39 3.24 2.45 1.89 1.49 1.18 0.95

0.88 7.07 5.35 3.95 2.99 2.31 1.82 1.44 1.16 0.94

1.00 8.71 6.25 4.62 3.50 2.71 2.13 1.69 1.36 1.10 0.90

1.13 10.1 7.26 5.37 4.07 3.15 2.47 1.97 1.58 1.29 1.05

1.25 11.2 8.06 5.97 4.52 3.50 2.75 2.19 1.76 1.43 1.17 0.96

1.50 113.6 9.73 7.20 5.46 4.22 3.32 2.64 2.13 1.73 1.41 1.16 0.96

Single Span - Suction Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 5.46 4.44 3.69 3.12 2.68 2.32 2.04 1.81

0.88 7.50 6.11 5.07 4.28 3.67 3.18 2.79 2.47 2.20

1.00 9.24 7.52 6.24 5.27 4.51 3.91 3.43 3.03 2.71 2.43

1.13 10.7 8.72 7.24 6.11 5.23 4.54 3.97 3.52 3.13 2.82

1.25 12.1 9.84 8.17 6.90 5.91 5.12 4.49 3.97 3.54 3.18 2.87

1.50 14.6 11.9 9.86 8.33 7.13 6.18 5.41 4.79 4.27 3.83 3.47 3.13

Page 32: Structural Decking & Trays Technical Brochure

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System Design and Performance VT158

SpeedDeck is committed to the environment. Please think before you print.

load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 2.72 2.31 1.99 1.73 1.51 1.34 1.19 1.06 0.95

0.88 3.84 3.26 2.81 2.44 2.14 1.89 1.68 1.50 1.35 1.22 1.10 1.00 0.91

1.00 4.96 4.22 3.63 3.15 2.76 2.44 2.17 1.93 1.74 1.57 1.42 1.29 1.18 1.07 0.98

1.13 6.20 5.25 4.50 3.90 3.41 3.00 2.67 2.38 2.13 1.92 1.74 1.58 1.44 1.31 1.20

1.25 7.41 6.26 5.35 4.63 4.04 3.55 3.14 2.80 2.51 2.26 2.04 1.85 1.68 1.54 1.37

1.50 9.62 8.09 6.90 5.95 5.17 4.54 4.01 3.57 3.19 2.87 2.59 2.34 2.13 1.92 1.65

Double Span - Suction Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 5.98 4.87 4.05 3.42 2.93 2.54 2.23 1.98 1.76

0.88 8.03 6.53 5.42 4.58 3.92 3.40 2.98 2.64 2.35 2.11 1.91 1.74 1.59

1.00 9.86 8.02 6.65 5.62 4.81 4.17 3.65 3.23 2.88 2.59 2.34 2.12 1.94 1.78 1.65

1.13 11.7 9.54 7.91 6.68 5.72 4.96 4.34 3.84 3.42 3.07 2.77 2.52 2.30 2.11 1.95

1.25 13.5 11.0 9.08 7.67 6.56 5.68 4.98 4.40 3.92 3.52 3.18 2.89 2.64 2.42 2.23

1.50 17.1 13.9 11.5 9.71 8.31 7.20 6.30 5.57 4.96 4.45 4.02 3.65 3.33 3.06 2.82

Triple Span - Imposed Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 2.87 2.44 2.10 1.83 1.60 1.42 1.26

0.88 4.05 3.45 2.97 2.59 2.27 2.01 1.79

1.00 5.24 4.45 3.83 3.33 2.92 2.58 2.30

1.13 6.55 5.55 4.77 4.13 3.62 3.19 2.83

1.25 7.83 6.62 5.67 4.90 4.28 3.77 3.34

1.50 10.2 8.57 7.31 6.31 5.49 4.82 4.27

Triple Span - Suction Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 6.39 5.19 4.31 3.64 3.12 2.71 2.38

0.88 8.57 6.97 5.79 4.88 4.18 3.63 3.18

1.00 10.5 8.55 7.10 5.99 5.13 4.44 3.89

1.13 12.5 10.2 8.44 7.12 6.10 5.28 4.62

1.25 14.4 11.7 9.69 8.18 7.00 6.06 5.30

1.50 18.0 14.7 12.2 10.3 8.77 7.59 6.64

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 33: Structural Decking & Trays Technical Brochure

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System Design and Performance VT205

SpeedDeck is committed to the environment. Please think before you print.

Steel, unperforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web Shear

Gauge mm Weight Moment Second Moment Second Crushing Buckling

kN/m2 Capacity Moment of Capacity Moment of Resistance Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m kN/m

0.75 0.119 16.0 719 14.9 817 19.32 41.44

0.88 0.140 20.8 862 20.3 972 27.18 68.57

1.00 0.159 25.8 997 24.6 1110 35.40 95.94

1.13 0.180 31.2 1146 29.3 1261 45.32 123.6

1.25 0.199 36.1 1286 33.6 1399 55.38 152.18

1.50 0.233 46.4 1582 42.8 1689 79.01 221.2

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2 9.6

0.75 3.22 2.93 2.68 2.48 2.30 2.09 1.69 1.39 1.15 0.95

0.88 4.53 4.12 3.77 3.48 3.12 2.50 2.03 1.66 1.38 1.15 0.96

1.00 5.90 5.36 4.92 4.54 3.61 2.90 2.35 1.93 1.60 1.33 1.11 0.94

1.13 7.55 6.87 6.29 5.26 4.16 3.33 2.71 2.22 1.84 1.53 1.28 1.08 0.92

1.25 9.23 8.39 7.60 5.91 4.67 3.74 3.04 2.49 2.06 1.72 1.44 1.22 1.03 0.88

1.50 13.2 12.0 9.36 7.27 5.75 4.61 3.75 3.07 2.55 2.12 1.78 1.50 1.27 1.08 0.92

Page 34: Structural Decking & Trays Technical Brochure

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System Design and Performance VT205

SpeedDeck is committed to the environment. Please think before you print.

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2 9.6

0.75 5.44 4.52 3.81 3.27 2.83 2.48 2.20 1.96 1.76 1.59

0.88 7.39 6.13 5.17 4.43 3.84 3.36 2.97 2.65 2.38 2.15 1.95

1.00 8.94 7.42 6.26 5.36 4.64 4.06 3.59 3.20 2.87 2.59 2.36 2.15

1.13 10.6 8.83 7.45 6.37 5.52 4.83 4.27 3.80 3.41 3.08 2.80 2.55 2.34

1.25 12.2 10.1 8.53 7.30 6.32 5.53 4.89 4.35 3.90 3.52 3.20 2.92 2.68 3.47

1.50 15.5 12.9 10.9 9.28 8.04 7.03 6.21 5.53 4.96 4.47 4.06 3.70 3.40 3.13 2.89

Double Span - Suction Loads - kN/m2

Span m

4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2 9.6

0.75 2.04 1.78 1.56 1.38 1.23 1.11 1.00 0.90

0.88 2.86 2.50 2.20 1.95 1.74 1.56 1.41 1.27 1.16 1.06 0.97

1.00 3.65 3.18 2.80 2.48 2.21 1.98 1.79 1.62 1.47 1.34 1.23 1.13 1.04 0.96

1.13 4.58 3.98 3.50 3.10 2.76 2.47 2.23 2.02 1.83 1.67 1.53 1.41 1.29 1.19 1.10

1.25 5.47 4.76 4.17 3.69 3.29 2.95 3.65 2.40 2.18 1.99 1.82 1.67 1.54 1.42 1.31

1.50 7.50 6.50 5.69 5.03 4.47 4.00 3.60 3.25 2.95 2.69 2.46 2.26 2.07 1.91 1.77

Double Span - Suction Loads - kN/m2

Span m

4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2 9.6

0.75 5.83 4.84 4.09 3.50 3.03 2.66 2.35 2.10

0.88 7.57 6.28 5.30 4.54 3.93 3.44 3.04 2.71 2.43 2.20 2.00

1.00 9.37 7.77 6.56 5.61 4.86 4.25 3.76 3.35 3.00 2.71 2.46 2.25 2.06 1.90

1.13 11.3 9.39 7.92 6.77 5.87 5.13 4.53 4.04 3.62 3.27 2.97 2.71 2.48 2.29 2.11

1.25 13.1 10.8 9.15 7.83 6.78 5.93 5.24 4.66 4.18 3.77 3.42 3.12 2.86 2.64 2.44

1.50 16.8 13.9 11.8 10.0 8.69 7.60 6.71 5.97 5.35 4.83 4.38 4.00 3.66 3.37 3.11

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 35: Structural Decking & Trays Technical Brochure

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System Design and Performance VTA89

SpeedDeck is committed to the environment. Please think before you print.

FS89

Steel, Web perforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web

Gauge mm Weight Moment Second Moment Second Crushing

kN/m2 Capacity Moment of Capacity Moment of Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m

0.75 0.080 4.78 91.6 4.64 91.6 15.57

0.88 0.094 6.05 110 5.70 110 21.59

1.00 0.107 7.24 126 6.72 126 27.88

1.13 0.121 8.47 143 7.85 143 35.45

1.25 0.134 9.81 158 8.89 158 43.14

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 5.20 5.40 5.60 5.80

0.75 2.29 1.86 1.53 1.27 1.06 0.89

0.88 2.75 2.23 1.83 1.52 1.27 1.07 0.91

1.00 3.15 2.56 2.10 1.74 1.46 1.23 1.04 0.89

1.13 3.57 2.90 2.38 1.98 1.66 1.40 1.19 1.01 0.87

1.25 3.95 3.21 2.63 2.19 1.83 1.54 1.31 1.12 0.96 0.82

Single Span - Suction Loads - kN/m2

Span m

3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 5.20 5.40 5.60 5.80

0.75 3.03 2.67 2.37 2.13 1.92 1.74

0.88 3.71 3.28 2.91 2.61 2.35 2.13 1.94

1.00 4.37 3.86 3.43 3.07 2.77 2.51 2.28 2.09

1.13 5.11 4.50 4.00 3.58 3.23 2.92 2.66 2.44 2.24

1.25 5.78 5.09 4.53 4.05 3.65 3.31 3.01 2.76 2.53 2.34

Page 36: Structural Decking & Trays Technical Brochure

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System Design and Performance VTA89

SpeedDeck is committed to the environment. Please think before you print.

load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 5.20 5.40 5.60 5.80

0.75 1.70 1.54 1.39 1.27 1.16 1.06 0.97 0.90

0.88 2.23 2.01 1.82 1.65 1.51 1.38 1.27 1.17 1.08 1.00 0.93

1.00 2.76 2.48 2.24 2.03 1.85 1.70 1.56 1.43 1.32 1.22 1.14 1.06 0.98 0.92

1.13 3.36 3.01 2.72 2.47 2.25 2.05 1.88 1.73 1.60 1.48 1.37 1.27 1.19 1.11 1.03

1.25 3.93 3.52 3.18 2.88 2.62 2.39 2.19 2.02 1.86 1.72 1.59 1.48 1.38 1.28 1.16

Double Span - Suction Loads - kN/m2

Span m

3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 5.20 5.40 5.60 5.80

0.75 3.12 2.75 2.44 2.19 1.97 1.79 1.63 1.49

0.88 3.94 3.47 3.08 2.76 2.49 2.26 2.05 1.88 1.73 1.59 1.48

1.00 4.70 4.15 3.69 3.30 2.97 2.69 2.45 2.24 2.06 1.90 1.76 1.64 1.53 1.43

1.13 5.50 4.85 4.31 3.86 3.47 3.15 2.86 2.62 2.41 2.22 2.06 1.91 1.78 1.66 1.56

1.25 6.36 5.61 4.98 4.46 4.02 3.64 3.31 3.03 2.78 2.57 2.38 2.21 2.06 1.92 1.80

Triple Span - Imposed Loads - kN/m2

Span m

3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 5.20 5.40 5.60 5.80

0.75 1.80 1.62 1.47 1.34 1.23 1.12 1.03 0.95

0.88 2.36 2.13 1.93 1.75 1.60 1.46 1.35 1.24 1.15 1.06 0.99 0.92

1.00 2.92 2.62 2.37 2.16 1.97 1.80 1.65 1.52 1.41 1.30 1.21 1.12 1.05 0.98

1.13 3.55 3.19 2.88 2.62 2.38 2.18 2.00 1.84 1.70 1.57 1.46 1.36 1.26 1.18 1.05

1.25 4.16 3.73 3.37 3.05 2.78 2.54 2.33 2.14 1.98 1.83 1.70 1.58 1.47 1.31 1.16

Triple Span - Suction Loads - kN/m2

Span m

3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 5.20 5.40 5.60 5.80

0.75 3.32 2.93 2.60 2.33 2.10 1.90 1.73 1.59

0.88 4.20 3.70 3.29 2.94 2.65 2.40 2.19 2.00 1.84 1.70 1.57 1.46

1.00 5.02 4.42 3.93 3.52 3.17 2.87 2.61 2.39 2.20 2.03 1.88 1.74 1.62 1.52

1.13 5.87 5.17 4.59 4.11 3.70 3.35 3.05 2.79 2.56 2.37 2.19 2.03 1.89 1.77 1.66

1.25 6.79 5.98 5.31 4.76 4.28 3.88 3.53 3.23 2.96 2.73 2.53 2.35 2.19 2.04 1.91

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 37: Structural Decking & Trays Technical Brochure

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System Design and Performance VTA100

SpeedDeck is committed to the environment. Please think before you print.

FS100

Steel, Web perforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web

Gauge mm Weight Moment Second Moment Second Crushing

kN/m2 Capacity Moment of Capacity Moment of Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m

0.75 0.083 6.49 127.4 6.11 137.3 22.14

0.88 0.098 7.81 155.6 7.65 167.7 30.74

1.00 0.111 9.04 182.4 9.13 193.8 39.58

1.13 0.126 10.4 212.0 10.7 220.1 50.26

1.25 0.139 11.6 239.9 12.1 244.3 61.10

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50

0.75 3.3.21 2.48 1.96 1.57 1.27 1.04

0.88 3.92 3.04 2.40 1.92 1.55 1.27 1.05

1.00 4.60 3.56 2.81 2.25 1.83 1.50 1.24 1.03

1.13 5.35 4.15 3.27 2.62 2.12 1.74 1.44 1.20 1.01

1.25 6.06 4.69 3.70 2.97 2.41 1.97 1.63 1.36 1.15 0.97

Single Span - Suction Loads - kN/m2

Span m

3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50

0.75 3.96 3.39 2.93 2.57 2.27 2.02

0.88 4.96 4.24 3.67 3.21 2.83 2.52 2.26

1.00 5.91 5.05 4.37 3.82 3.37 3.00 2.69 2.42

1.13 6.92 5.91 5.12 4.47 3.95 3.51 3.15 2.84 2.57

1.25 7.82 6.69 5.78 5.06 4.46 3.97 3.55 3.20 2.90 2.65

Page 38: Structural Decking & Trays Technical Brochure

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System Design and Performance VTA100

SpeedDeck is committed to the environment. Please think before you print.

load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50

0.75 1.89 1.67 1.49 1.34 1.21 1.09 0.99 0.91

0.88 2.52 2.23 1.99 1.78 1.60 1.45 1.32 1.20 1.10 0.01 0.93

1.00 3.15 2.79 2.48 2.22 2.00 1.71 1.64 1.50 1.37 1.26 1.16 1.07 0.99 0.92

1.13 3.87 3.41 3.03 2.71 2.44 2.20 2.00 1.82 1.67 1.53 1.41 1.30 1.20 1.11 1.04

1.25 4.55 4.01 3.56 3.18 2.86 2.58 2.34 2.13 1.95 1.79 1.64 1.51 1.40 1.30 1.20

Double Span - Suction Loads - kN/m2

Span m

3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50

0.75 4.20 3.59 3.11 2.72 2.40 2.14 1.91

0.88 5.06 4.32 3.74 3.27 2.89 2.57 2.30 2.08 1.88 1.72 1.57

1.00 5.85 5.00 4.33 3.78 3.34 2.97 2.66 2.40 2.18 1.99 1.82 1.67 1.55 1.43

1.13 6.73 5.75 4.98 4.35 3.84 3.42 3.06 2.76 2.50 2.28 2.09 1.92 1.78 1.65 1.53

1.25 7.50 6.41 5.55 4.85 4.28 3.81 3.41 3.08 2.79 2.54 2.33 2.14 1.98 1.84 1.71

Triple Span - Imposed Loads - kN/m2

Span m

3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50

0.75 1.99 1.76 1.57 1.41 1.28 1.16 1.05 0.96

0.88 2.66 2.35 2.10 1.88 1.71 1.54 1.40 1.28 1.17 1.08 0.99 0.92

1.00 3.33 2.94 2.62 2.35 2.12 1.92 1.74 1.59 1.46 1.34 1.23 1.14 1.05

1.13 4.08 3.61 3.21 2.87 2.58 2.34 2.12 1.94 1.77 1.63 1.50 1.38 1.28

1.25 4.80 4.24 3.76 3.36 3.02 2.73 2.48 2.26 2.07 1.90 1.75 1.61 1.49

Triple Span - Suction Loads - kN/m2

Span m

3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50

0.75 4.49 3.83 3.32 2.90 2.56 2.28 2.04 1.84

0.88 5.40 4.61 3.99 3.49 3.08 2.74 2.45 2.21 2.01 1.83 1.67 1.54

1.00 6.24 5.34 4.62 4.04 3.56 3.17 2.84 2.56 2.32 2.11 1.94 1.78 1.64

1.13 7.18 6.14 5.31 4.64 1.09 3.64 3.26 2.94 2.67 2.43 2.22 2.05 1.89

1.25 8.01 6.84 5.92 5.17 4.57 4.06 3.64 3.28 2.97 2.71 2.48 2.28 2.11

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 39: Structural Decking & Trays Technical Brochure

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System Design and Performance VTA137

SpeedDeck is committed to the environment. Please think before you print.

FS137

Steel, Web perforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web

Gauge mm Weight Moment Second Moment Second Crushing

kN/m2 Capacity Moment of Capacity Moment of Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m

0.75 0.090 8.73 270.4 8.17 262.0 15.6

0.88 0.106 11.3 326.0 10.6 321.1 21.10

1.00 0.120 13.1 377.4 12.7 377.4 27.28

1.13 0.136 15.0 428.5 15.0 428.5 34.78

1.25 0.150 16.8 475.7 17.2 475.7 42.32

1.50 0.180 20.5 573.9 21.4 573.9 60.04

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

3.0 3.4 3.8 4.2 4.6 5.0 5.4 5.8 6.2 6.6 7.0 7.4 7.8 8.2 8.6

0.75 3.37 2.97 2.66 2.38 1.78 1.36 1.05

0.88 4.69 4.14 3.70 2.87 2.15 1.64 1.27 1.00

1.00 6.06 5.35 4.57 3.33 2.49 1.90 1.48 1.16 0.93

1.13 7.73 6.82 5.19 3.78 2.38 2.16 1.68 1.32 1.05

1.25 9.40 8.08 5.76 4.20 3.14 2.40 1.86 1.47 1.17 0.94

1.50 12.8 9.86 6.96 5.06 3.79 2.89 2.25 1.77 1.41 1.14 0.92

Single Span - Suction Loads - kN/m2

Span m

3.0 3.4 3.8 4.2 4.6 5.0 5.4 5.8 6.2 6.6 7.0 7.4 7.8 8.2 8.6

0.75 5.28 4.13 3.32 2.74 2.30 1.96 1.69

0.88 6.84 5.35 4.30 3.54 2.97 2.53 2.18 1.91

1.00 8.18 6.40 5.15 4.23 3.55 3.02 2.61 2.28 2.01

1.13 9.66 7.55 6.07 5.00 4.19 3.56 3.08 2.68 2.37

1.25 11.1 8.65 6.96 5.72 4.79 4.08 3.52 3.07 2.71 2.41

1.50 13.8 10.8 8.65 7.11 5.96 5.07 4.37 3.82 3.36 2.99 2.68

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System Design and Performance VTA137

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load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

3.0 3.4 3.8 4.2 4.6 5.0 5.4 5.8 6.2 6.6 7.0 7.4 7.8 8.2 8.6

0.75 2.13 1.77 1.50 1.29 1.12 0.98

0.88 2.90 2.42 2.05 1.76 1.52 1.33 1.17 1.04 0.93

1.00 3.66 3.05 2.58 2.21 1.91 1.67 1.47 1.30 1.16 1.04 0.94

1.13 4.55 3.78 3.19 2.73 2.36 2.06 1.81 1.60 1.43 1.28 1.15 1.04 0.94

1.25 5.42 4.49 3.79 3.23 2.79 2.44 2.14 1.90 1.69 1.51 1.36 1.23 1.11 1.01 0.92

1.50 7.29 6.02 5.06 4.31 3.71 3.23 2.83 2.50 2.23 1.99 1.79 1.61 1.46 1.32 1.21

Double Span - Suction Loads - kN/m2

Span m

3.0 3.4 3.8 4.2 4.6 5.0 5.4 5.8 6.2 6.6 7.0 7.4 7.8 8.2 8.6

0.75 5.63 4.41 3.54 2.92 2.45 2.09

0.88 7.28 5.69 4.58 3.77 3.16 2.69 2.32 2.30 1.79

1.00 8.44 6.60 5.30 4.36 3.66 3.11 2.69 2.35 2.07 1.84 1.65

1.13 9.66 7.55 6.07 5.00 4.19 3.56 3.08 2.68 2.37 2.10 1.89 1.70 1.54

1.25 10.8 8.45 6.80 5.59 4.69 3.99 3.44 3.00 2.65 2.35 2.11 1.90 1.73 1.58 1.45

1.50 13.2 10.3 8.29 6.82 5.72 4.87 4.20 3.66 2.23 2.87 2.57 2.32 2.11 1.92 1.76

Triple Span - Imposed Loads - kN/m2

Span m

3.0 3.4 3.8 4.2 4.6 5.0 5.4 5.8 6.2 6.6 7.0 7.4 7.8 8.2 8.6

0.75 2.24 1.87 1.59 1.36 1.18 1.04 0.91

0.88 3.06 2.55 2.16 1.86 1.61 1.14 1.24 1.10 0.99

1.00 3.86 3.21 2.72 2.33 2.20 1.77 1.56 1.38 1.23

1.13 4.79 3.98 3.37 2.88 2.50 2.18 1.92 1.70 1.52

1.25 5.71 4.74 4.00 3.42 2.96 2.58 2.27 2.01 1.79

1.50 7.69 6.36 5.35 4.56 3.93 3.42 3.01 2.66 2.37

Triple Span - Suction Loads - kN/m2

Span m

3.0 3.4 3.8 4.2 4.6 5.0 5.4 5.8 6.2 6.6 7.0 7.4 7.8 8.2 8.6

0.75 6.01 4.70 3.78 3.11 2.61 2.22

0.88 7.77 6.07 4.88 1.02 3.37 2.87 2.47 2.16 1.90

1.00 3.01 7.04 5.66 4.56 3.90 3.32 2.86 2.50 2.20

1.13 10.3 8.06 6.48 5.33 4.46 3.80 3.28 2.86 2.52

1.25 11.6 9.02 7.25 5.96 5.00 4.25 3.67 3.20 2.82

1.50 14.1 11.0 8.85 7.27 6.09 5.19 4.47 3.90 3.44

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 41: Structural Decking & Trays Technical Brochure

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System Design and Performance VTA153

SpeedDeck is committed to the environment. Please think before you print.

FS153

Steel, Web perforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web

Gauge mm Weight Moment Second Moment Second Crushing

kN/m2 Capacity Moment of Capacity Moment of Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m

0.75 0.101 11.4 347.4 9.90 359.3 19.16

0.88 0.118 14.4 422.6 13.6 437.3 26.54

1.00 0.134 16.8 493.5 16.6 504.2 34.28

1.13 0.152 19.3 572.4 19.5 572.5 43.50

1.25 0.168 21.6 635.5 22.2 635.5 52.84

1.50 0.226 26.4 766.8 26.9 766.8 74.78

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 3.55 3.19 2.65 2.01 1.55 1.21 0.96

0.88 4.91 4.37 3.23 2.45 1.89 1.48 1.18 0.95

1.00 6.35 5.11 3.77 2.86 2.21 1.73 1.38 1.11 0.90

1.13 8.06 5.92 4.38 3.32 2.57 2.01 1.60 1.29 1.05

1.25 9.17 6.58 4.87 3.69 2.85 2.24 1.78 1.43 1.16 0.95

1.50 11.1 7.94 5.87 4.45 3.44 2.70 2.15 1.73 1.40 1.15 0.94

Single Span - Suction Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 4.47 3.64 3.02 2.56 2.19 1.90 1.67

0.88 6.11 4.98 4.13 3.49 2.99 2.60 2.28 2.02

1.00 7.45 6.06 5.03 4.25 3.64 3.16 2.77 2.45 2.19

1.13 8.75 7.12 5.91 4.99 4.27 3.71 3.25 2.87 2.56

1.25 9.96 8.10 6.72 5.67 4.86 4.21 3.69 3.27 2.91 2.62

1.50 12.1 9.81 8.14 6.87 5.89 5.10 4.47 3.95 3.53 3.17 2.86

Page 42: Structural Decking & Trays Technical Brochure

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System Design and Performance VTA153

SpeedDeck is committed to the environment. Please think before you print.

load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 2.04 1.74 1.50 1.31 1.15 1.01 0.90

0.88 2.84 2.42 2.09 1.82 1.60 1.42 1.27 1.13 1.02 0.92

1.00 3.59 3.07 2.65 2.31 2.03 1.80 1.60 1.43 1.29 1.16 1.06 0.96

1.13 4.43 3.77 3.25 2.83 2.48 2.20 1.95 1.75 1.57 1.42 1.29 1.17 1.07 0.98 0.90

1.25 5.24 4.45 3.83 3.33 2.92 2.58 2.30 2.05 1.85 1.67 1.51 1.37 1.25 1.15 1.05

1.50 6.91 5.86 5.02 4.35 3.81 3.36 2.98 2.66 2.38 2.15 1.94 1.76 1.61 1.47 1.34

Double Span - Suction Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 2.04 4.17 3.47 2.93 2.51 2.18

0.88 2.84 5.26 4.37 3.69 3.16 2.74 2.40 2.13 1.90 1.71

1.00 3.59 6.13 5.09 4.30 3.68 3.20 2.80 2.48 2.21 1.99 1.80 1.63

1.13 4.43 7.04 5.85 4.94 4.23 3.67 3.22 2.84 2.54 2.28 2.06 1.88 1.72 1.58 1.45

1.25 5.24 7.88 6.54 5.53 4.73 4.10 3.60 3.18 2.84 2.55 2.30 2.10 1.92 1.76 1.63

1.50 6.91 9.63 7.99 6.75 5.78 5.01 4.39 3.89 3.46 3.11 2.81 2.56 2.34 2.15 1.98

Triple Span - Imposed Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 2.15 1.84 1.59 1.38 1.22 1.08 0.96

0.88 2.99 2.56 2.21 1.93 1.70 1.51 1.34

1.00 3.79 3.24 2.80 2.44 2.15 1.90 1.70

1.13 4.67 3.98 3.44 2.99 2.63 2.33 2.07

1.25 5.53 4.71 4.05 3.53 3.10 2.74 2.44

1.50 7.30 6.19 5.32 4.61 4.04 3.56 3.16

Triple Span - Suction Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 5.47 4.45 3.70 3.12 2.67 2.32 2.03

0.88 6.90 5.61 4.66 3.93 3.37 2.92 2.56

1.00 8.05 6.54 5.43 4.59 3.93 3.40 2.98

1.13 9.24 7.52 6.24 5.27 4.51 3.91 3.24

1.25 10.3 8.41 6.98 5.89 5.04 4.37 3.83

1.50 12.6 10.3 8.53 7.02 6.16 5.34 4.68

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 43: Structural Decking & Trays Technical Brochure

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System Design and Performance VTA158

SpeedDeck is committed to the environment. Please think before you print.

FS158

Steel, Web perforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web

Gauge mm Weight Moment Second Moment Second Crushing

kN/m2 Capacity Moment of Capacity Moment of Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m

0.75 0.113 13.2 415.6 11.4 429.9 22.14

0.88 0.133 16.7 505.5 15.8 523.1 30.74

1.00 0.151 19.4 590.4 19.3 603.1 39.58

1.13 0.170 22.3 684.6 22.6 684.7 50.26

1.25 0.188 25.0 760.1 25.7 760.1 61.10

1.50 0.226 30.5 917.2 31.1 917.2 86.42

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 4.10 3.69 3.18 2.41 1.86 1.46 1.16 0.93

0.88 5.69 5.12 3.87 2.93 2.27 1.78 1.42 1.14 0.93

1.00 7.33 6.12 4.53 3.43 2.65 2.08 1.66 1.34 1.09

1.13 9.31 7.10 5.25 3.98 3.08 2.42 1.93 1.55 1.26 1.03

1.25 10.7 7.88 5.83 4.42 3.42 2.69 2.14 1.73 1.40 1.15 0.95

1.50 13.1 9.51 7.04 5.34 4.13 3.25 2.59 2.08 1.69 1.39 1.14 0.95

Single Span - Suction Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 5.14 4.18 3.48 2.94 2.52 2.19 1.92 1.70

0.88 7.10 5.78 4.80 4.05 3.47 3.01 2.64 2.34 2.09

1.00 8.66 7.04 5.85 4.94 4.23 3.67 3.21 2.84 2.54

1.13 10.1 8.24 6.84 5.78 4.95 4.29 3.76 3.32 2.96 2.66

1.25 11.5 9.37 7.77 6.56 5.62 4.87 4.27 3.77 3.36 3.02 2.73

1.50 13.9 11.3 9.41 7.94 6.80 5.89 5.16 4.56 4.07 3.65 3.30 3.00

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System Design and Performance VTA158

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load tableS - Working loadS

Double Span - Imposed Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 2.36 2.01 1.73 1.51 1.33 1.17 1.04 0.93

0.88 3.29 2.81 2.43 2.12 1.86 1.65 1.47 1.32 1.19 1.07 0.97

1.00 4.17 3.56 3.07 2.68 2.35 2.08 1.86 1.66 1.50 1.35 1.23 1.12 1.02 0.93

1.13 5.13 4.37 3.77 3.28 2.88 2.55 2.27 2.03 1.83 1.65 1.50 1.36 1.24 1.14 1.04

1.25 6.07 5.16 4.44 3.86 3.39 3.00 2.67 2.38 2.14 1.94 1.75 1.60 1.46 1.33 1.22

1.50 8.00 6.78 5.81 5.04 4.41 3.89 3.45 3.08 2.76 2.49 2.25 2.05 1.87 1.71 1.56

Double Span - Suction Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 5.93 4.83 4.01 3.39 2.90 2.52 2.21 1.95

0.88 7.50 6.10 5.06 4.27 3.66 3.18 2.78 2.46 2.20 1.97 1.79

1.00 8.70 7.08 5.88 4.96 4.25 3.69 3.23 2.86 2.55 2.29 2.07 1.88 1.72 1.58

1.13 10.0 8.13 6.75 5.70 4.88 4.23 3.71 3.28 2.93 2.63 2.38 2.16 1.98 1.82 1.68

1.25 11.2 9.12 7.57 6.39 5.47 4.74 4.16 3.68 3.28 2.94 2.66 2.42 2.21 2.03 1.88

1.50 13.7 11.1 9.23 7.79 6.67 5.78 5.07 4.48 4.00 3.59 3.24 2.95 2.70 2.48 2.29

Triple Span - Imposed Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 2.48 2.12 1.83 1.60 1.41 1.24 1.11

0.88 3.47 2.97 2.57 2.24 1.97 1.75 1.56

1.00 4.39 3.75 3.24 2.83 2.49 2.21 1.97

1.13 5.41 4.61 3.98 3.47 3.05 2.70 2.41

1.25 6.40 5.45 4.70 4.09 3.59 3.18 2.83

1.50 8.45 7.16 6.15 5.34 4.67 4.12 3.66

Triple Span - Suction Loads - kN/m2

Span m

3.6 4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2

0.75 6.33 5.15 4.28 3.61 3.09 2.68 2.35

0.88 8.00 6.51 5.40 4.56 3.90 3.38 2.97

1.00 9.29 7.55 6.27 5.29 4.53 3.93 3.44

1.13 10.7 8.68 7.20 6.08 5.20 4.51 3.95

1.25 12.0 9.73 8.07 6.81 5.83 5.05 4.43

1.50 14.6 11.9 9.84 8.31 7.11 6.16 5.40

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 45: Structural Decking & Trays Technical Brochure

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System Design and Performance VTA205

SpeedDeck is committed to the environment. Please think before you print.

Steel, Web perforated

load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2 9.6

0.75 2.50 2.28 2.09 1.93 1.79 1.67 1.56 1.37 1.13 0.94

0.88 3.53 3.21 2.94 2.72 2.52 2.36 2.01 1.65 1.36 1.14 0.95

1.00 4.62 4.20 3.85 3.55 3.30 2.87 2.33 1.91 1.58 1.32 1.10 0.93

1.13 5.93 5.39 4.94 4.56 4.11 3.30 2.68 2.20 1.82 1.52 1.27 1.07 0.91

1.25 7.26 6.60 6.05 5.59 4.61 3.70 3.00 2.46 2.04 1.70 1.43 1.20 1.02

1.50 10.4 9.46 8.68 7.18 5.68 4.65 3.70 3.04 2.52 2.10 1.76 1.49 1.26 1.07 0.92

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web Shear

Gauge mm Weight Moment Second Moment Second Crushing Buckling

kN/m2 Capacity Moment of Capacity Moment of Resistance Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m kN/m

0.75 0.116 15.1 710 14.7 804 15.02 26.91

0.88 0.136 20.7 852 19.9 956 21.20 44.54

1.00 0.154 25.7 985 24.2 1095 27.72 62.33

1.13 0.174 31.0 1132 28.6 1243 35.60 80.30

1.25 0.193 35.9 1269 32.8 1380 43.58 98.90

1.50 0.231 46.1 1561 41.7 1665 62.46 143.8

Page 46: Structural Decking & Trays Technical Brochure

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System Design and Performance VTA205

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load tableS - Working loadS

Single Span - Imposed Loads - kN/m2

Span m

4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2 9.6

0.75 5.37 4.45 3.76 3.2 2.79 2.45 2.17 1.93 1.74 1.57

0.88 7.24 6.01 5.07 4.34 3.76 3.29 2.91 2.60 2.33 2.10 1.91

1.00 8.80 7.30 6.16 5.27 4.56 4.00 3.53 3.14 2.82 2.55 2.31 2.11

1.13 10.4 8.62 7.27 6.22 5.39 4.71 4.16 3.71 3.33 3.00 2.73 2.49 2.28

1.25 11.9 9.87 8.33 7.12 6.17 5.40 4.77 4.25 3.81 3.44 3.12 2.85 2.61

1.50 15.1 12.5 10.6 9.04 7.83 6.85 6.05 5.38 4.83 4.36 3.95 3.61 3.31 3.05 2.82

Double Span - Suction Loads - kN/m2

Span m

4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2 9.6

0.75 1.69 1.48 1.30 1.16 1.04 0.93

0.88 2.38 2.08 1.84 1.64 1.47 1.32 1.19 1.08 0.99 0.90

1.00 3.06 2.68 2.37 2.11 1.88 1.70 1.53 1.39 1.27 1.16 1.07 0.98 0.90

1.13 3.85 3.37 2.97 2.64 2.36 2.12 1.92 1.74 1.59 1.45 1.33 1.22 1.13 1.04 0.97

1.25 4.63 4.04 3.56 3.16 2.83 2.54 2.30 2.08 1.90 1.73 1.59 1.46 1.35 1.25 1.15

1.50 6.40 5.58 4.90 4.35 3.88 3.48 3.14 2.85 2.59 2.37 2.17 1.99 1.84 1.70 1.57

Double Span - Imposed Loads - kN/m2

Span m

4.0 4.4 4.8 5.2 5.6 6.0 6.4 6.8 7.2 7.6 8.0 8.4 8.8 9.2 9.6

0.75 5.51 4.57 3.86 3.31 2.87 2.51

0.88 7.53 6.25 5.27 4.51 3.91 3.42 3.02 2.69 2.42 2.18

1.00 9.33 7.74 6.53 5.59 4.84 4.23 3.74 3.33 2.99 2.70 2.45 2.24 2.05

1.13 11.3 9.32 7.86 6.73 5.82 5.09 4.50 4.00 3.59 3.24 2.94 2.68 2.46 2.27 2.10

1.25 13.0 10.8 9.10 7.78 6.73 5.89 5.20 4.63 4.15 3.74 3.40 3.10 2.84 2.62 2.42

1.50 16.7 13.8 11.7 9.97 8.63 7.55 6.66 5.93 5.31 4.79 4.35 3.96 3.60 3.34 3.09

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 47: Structural Decking & Trays Technical Brochure

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System Design and Performance VT137AL

SpeedDeck is committed to the environment. Please think before you print.

aluminium, unperforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web

Gauge mm Weight Moment Second Moment Second Crushing

kN/m2 Capacity Moment of Capacity Moment of Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m

1.25 0.056 10.9 496.2 10.6 496.2 36.74

1.50 0.067 14.2 598.7 12.9 598.7 52.01

load tableS - Working loadS aluminium decking

Single Span - Imposed Loads - kN/m2

Span m

3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8

1.25 4.32 3.53 2.91 2.43 2.05 1.74 1.49 1.29 1.12 0.97

1.50 5.21 4.25 3.52 2.94 2.47 2.10 1.80 1.55 1.35 1.17 1.03 0.90

Single Span - Suction Loads - kN/m2

Span m

3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8

1.25 6.76 5.95 5.28 4.71 4.24 3.83 3.48 3.17 2.80 2.47

1.50 8.27 7.28 6.45 5.76 5.18 4.68 4.25 3.85 3.37 2.98 2.64 2.36

Double Span - Imposed Loads - kN/m2

Span m

4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8

1.25 2.58 2.38 2.21 2.05 1.91 1.78 1.66 1.56 1.46 1.33 1.20 1.08 0.97

1.50 3.36 3.09 2.86 2.65 2.47 2.30 2.15 2.01 1.80 1.61 1.44 1.30 1.17 1.06 0.96

Double Span - Suction Loads - kN/m2

Span m

4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8

1.25 3.94 3.59 3.27 3.00 2.76 2.55 2.36 2.19 2.04 1.91 1.79 1.68 1.58

1.50 5.12 4.65 4.25 3.89 3.58 3.30 3.06 2.84 2.65 2.47 2.31 2.17 2.04 1.92 1.82

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 48: Structural Decking & Trays Technical Brochure

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System Design and Performance VT153AL

SpeedDeck is committed to the environment. Please think before you print.

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

aluminium, unperforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web

Gauge mm Weight Moment Second Moment Second Crushing

kN/m2 Capacity Moment of Capacity Moment of Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m

1.25 0.062 14.61 651.3 13.09 651.3 41.1

1.50 0.074 18.54 785.9 15.84 785.9 58.4

load tableS - Working loadS aluminium decking

Single Span - Imposed Loads - kN/m2

Span m

3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8

1.25 5.68 4.64 3.84 3.20 2.70 2.30 1.97 1.70 1.48 1.29 1.13 0.99

1.50 6.86 5.60 4.63 3.87 3.26 2.78 2.38 2.05 1.78 1.55 1.36 1.20 1.06 0.94

Single Span - Suction Loads - kN/m2

Span m

3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8

1.25 8.37 7.37 6.53 5.83 5.24 4.74 4.30 3.93 3.60 3.23 2.86 2.55

1.50 10.1 8.91 7.91 7.06 6.34 5.73 5.21 4.75 4.35 3.89 3.45 3.08 2.76 2.48

Double Span - Imposed Loads - kN/m2

Span m

5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8 7.0 7.2 7.4 7.6 7.8

1.25 2.12 1.99 1.87 1.75 1.65 1.56 1.42 1.29 1.17 1.06 0.97

1.50 2.74 2.56 2.40 2.25 2.12 1.91 1.72 1.55 1.41 1.28 1.17 1.06 0.97

Double Span - Suction Loads - kN/m2

Span m

5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8 7.0 7.2 7.4 7.6 7.8

1.25 3.40 3.015 2.92 2.72 2.54 2.38 2.23 2.10 1.98 1.87 1.77

1.50 4.31 3.99 3.71 3.45 3.22 3.02 2.83 2.66 2.51 2.36 2.24 2.12 2.01

Page 49: Structural Decking & Trays Technical Brochure

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System Design and Performance VT158AL

SpeedDeck is committed to the environment. Please think before you print.

aluminium, unperforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web

Gauge mm Weight Moment Second Moment Second Crushing

kN/m2 Capacity Moment of Capacity Moment of Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m

1.25 0.069 16.91 778.5 15.17 778.5 47.88

1.50 0.083 21.46 939.3 18.31 939.3 67.40

load tableS - Working loadS aluminium decking

Single Span - Imposed Loads - kN/m2

Span m

3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8

1.25 6.80 5.55 4.59 3.84 3.24 2.75 2.36 2.04 1.77 1.54 1.35 1.19 1.06 0.94

1.50 8.20 6.70 5.54 4.63 3.90 3.32 2.85 2.46 2.13 1.86 1.63 1.44 1.27 1.13 1.01

Single Span - Suction Loads - kN/m2

Span m

3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8

1.25 9.70 8.53 7.57 6.76 6.07 5.49 4.98 4.55 4.17 3.83 3.42 3.05 2.73 2.45

1.50 11.7 10.3 9.14 8.16 7.33 6.62 6.02 5.49 5.03 4.63 4.12 3.67 3.29 2.96 2.67

Double Span - Imposed Loads - kN/m2

Span m

5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8 7.0 7.2 7.4 7.6 7.8

1.25 2.47 2.31 2.17 2.04 1.92 1.81 1.71 1.54 1.40 1.27 1.16 1.06 0.97

1.50 3.16 2.96 2.77 2.60 2.45 2.29 2.06 1.86 1.69 1.53 1.40 1.28 1.17 1.07 0.98

Double Span - Suction Loads - kN/m2

Span m

5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8 7.0 7.2 7.4 7.6 7.8

1.25 3.93 3.64 3.38 3.15 2.94 2.75 2.58 2.43 2.29 2.16 2.04 1.93 1.83

1.50 4.99 4.62 4.29 3.99 3.73 3.49 3.27 3.08 2.90 2.73 2.59 2.45 2.32 2.21 2.10

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 50: Structural Decking & Trays Technical Brochure

��eleco.com/speeddeck

System Design and Performance VTA137AL

SpeedDeck is committed to the environment. Please think before you print.

aluminium, Web perforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web

Gauge mm Weight Moment Second Moment Second Crushing

kN/m2 Capacity Moment of Capacity Moment of Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m

1.25 0.052 9.44 475.7 9.66 475.7 23.78

1.50 0.062 11.52 573.9 12.02 573.9 33.73

load tableS - Working loadS aluminium decking

Single Span - Imposed Loads - kN/m2

Span m

3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8

1.25 4.14 3.38 2.79 2.33 1.97 1.67 1.43 1.23 1.07 0.93

1.50 5.00 4.08 3.37 2.82 2.37 2.02 1.73 1.49 1.29 1.13 0.99

Single Span - Suction Loads - kN/m2

Span m

3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8

1.25 6.19 5.44 4.83 4.31 3.88 3.50 3.18 2.90 2.66 2.36

1.50 7.70 6.77 6.00 5.36 4.82 4.36 3.96 3.61 3.23 2.85 2.53

Double Span - Imposed Loads - kN/m2

Span m

4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8

1.25 2.00 1.85 1.72 1.60 1.50 1.40 1.31 1.24 1.16 1.10 1.04 0.98 0.93

1.50 2.66 2.46 2.28 2.13 1.98 1.85 1.74 1.63 1.53 1.45 1.36 1.25 1.13 1.02 0.93

Double Span - Suction Loads - kN/m2

Span m

4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8

1.25 3.42 3.11 2.84 2.60 2.39 2.21 2.05 1.90 1.77 1.65 1.55 1.45 1.37

1.50 4.18 3.79 3.46 3.17 2.92 2.69 2.50 2.32 2.16 2.02 1.89 1.77 1.67 1.57 1.49

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 51: Structural Decking & Trays Technical Brochure

�� [email protected]

System Design and Performance VTA153AL

SpeedDeck is committed to the environment. Please think before you print.

aluminium, Web perforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web

Gauge mm Weight Moment Second Moment Second Crushing

kN/m2 Capacity Moment of Capacity Moment of Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m

1.25 0.058 12.13 635.5 12.47 635.5 29.69

1.50 0.070 14.83 766.8 15.11 766.8 42.01

load tableS - Working loadS aluminium decking

Single Span - Imposed Loads - kN/m2

Span m

3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8

1.25 5.55 4.53 3.74 3.13 2.64 2.25 1.92 1.66 1.44 1.26 1.10 0.97

1.50 6.69 5.47 4.52 3.78 3.19 2.71 2.32 2.00 1.74 1.52 1.33 1.17 1.04 0.92

Single Span - Suction Loads - kN/m2

Span m

3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8

1.25 7.98 7.02 6.22 5.56 4.99 4.51 4.10 3.74 3.43 3.15 2.79 2.49

1.50 9.66 8.50 7.54 6.73 6.05 5.47 4.97 4.53 4.15 3.80 3.37 3.00 2.69 2.42

Double Span - Imposed Loads - kN/m2

Span m

5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8 7.0 7.2 7.4 7.6 7.8

1.25 1.79 1.68 1.58 1.49 1.40 1.33 1.26 1.19 1.13 1.04 0.94

1.50 2.33 2.18 2.05 1.93 1.82 1.71 1.62 1.52 1.38 1.25 1.14 1.04 0.95

Double Span - Suction Loads - kN/m2

Span m

5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8 7.0 7.2 7.4 7.6 7.8

1.25 2.83 2.62 2.44 2.24 2.12 1.98 1.86 1.75 1.65 1.56 1.47

1.50 3.46 3.20 2.98 2.77 2.59 2.42 2.27 2.14 2.02 1.90 1.80 1.70 1.62

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 52: Structural Decking & Trays Technical Brochure

�0eleco.com/speeddeck

System Design and Performance VTA158AL

SpeedDeck is committed to the environment. Please think before you print.

aluminium, Web perforated

ultimate Section propertieS

Broad Flange Narrow Flange

in Compression in Compression Web

Gauge mm Weight Moment Second Moment Second Crushing

kN/m2 Capacity Moment of Capacity Moment of Resistance

kNm/m Area cm4/m kNm/m Area cm4/m kN/m

1.25 0.065 14.04 760.1 14.44 760.1 34.33

1.50 0.078 17.13 917.2 17.47 917.2 48.55

load tableS - Working loadS aluminium decking

Single Span - Imposed Loads - kN/m2

Span m

3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8

1.25 6.64 5.42 4.48 3.75 3.16 2.69 2.31 1.99 1.73 1.51 1.32 1.17 1.03 0.92

1.50 8.01 6.54 5.41 4.52 3.82 3.25 2.78 2.40 2.09 1.82 1.60 1.41 1.25 1.11 0.99

Single Span - Suction Loads - kN/m2

Span m

3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8

1.25 9.23 8.12 7.20 6.43 5.78 5.22 4.74 4.33 3.96 3.65 3.33 2.66 2.39

1.50 11.2 9.83 8.71 7.78 6.99 6.32 5.74 5.23 4.80 4.41 4.02 3.58 3.21 2.89 2.61

Double Span - Imposed Loads - kN/m2

Span m

5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8 7.0 7.2 7.4 7.6 7.8

1.25 2.07 1.95 1.83 1.72 1.63 1.54 1.46 1.38 1.31 1.24 1.13 1.04 0.95

1.50 2.70 2.53 2.37 2.23 2.10 1.99 1.88 1.78 1.65 1.50 1.37 1.25 1.14 1.05 0.96

Double Span - Suction Loads - kN/m2

Span m

5.0 5.2 5.4 5.6 5.8 6.0 6.2 6.4 6.6 6.8 7.0 7.2 7.4 7.6 7.8

1.25 3.28 3.03 2.82 2.62 2.45 2.29 2.15 2.02 1.91 1.80 1.70 1.61 1.53

1.50 3.99 3.70 3.44 3.20 2.99 2.80 2.63 2.47 2.33 2.20 2.08 1.97 1.87 1.77 1.69

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

1. The loads shown in the tables are safe working loads, with a factor of safety of 1.5 (an average of 1.6 for live loads and 1.4 for dead) for the imposed loads. The factor for the wind uplift loads is 1.4. 2. To qualify as a double span the smaller span must be at least 85% of the larger. 3. No allowance need be taken for the self weight of the deck, this is catered for within the tables. 4. The imposed loads and the web crushing capacities shown have been calculated using a support width of 100mm. Other widths may have an effect on the load capacity. 5. Deflection under imposed loads is limited to 1/250 of the span. If other coefficients are required please contact the Technical Department. 6. These tables are intended for an assessment of the load capacity, more detailed calculations are available. 7. The tables assume uniform loads.

Page 53: Structural Decking & Trays Technical Brochure

August 2011

SpeedDeck Building Systems Limited, Oaksmere Business Park, Yaxley, Eye, Suffolk IP23 8BWSpeedDeck Building Systems Limited reserves the right to make substitutions and modifications to the specifications of any of its products without prior notice. It is the customer’s responsibility to ensure that the Company’s products are correctly installed and that they are suitable for the customer’s particular requirements and application. The Company undertakes business only upon its standard terms and conditions.

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