Comflor load span tables may 2014

ComFlor

STEEL

ComFlor

PRODUCT INFORMATION: COMFLOR 60 AND COMFLOR 80

MAY 2014

PRODUCT INFORMATION: COMFLOR 60/80

LOAD SPAN TABLES

LOAD SPAN TABLES

2

ComFlor 80 in construction at 21 Queen Street, December 2008

ComFlor 80 in construction at 80 Queen Street, December 2008

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Unpropped - Quick Reference Load Span Table Notes Double Span in Construction - Simple Span in Service

The purpose of these tables is for rapid conceptual design only. A full design analysis using the ComFlor software (and other ‘whole system’ software) is required to verify all design parameters are met.

Double Span in Construction

Sheets are continuous over permanent supports

End span (use double span data)

Internal span

End span (use double span data)

Spans shown in this table are ‘centre to centre’ of 150mm wide (top flange) beams as is typical in unpropped continuous sheet construction. Wider beams will result in longer spans. To this end these tables can be considered conservative in most applications.

Spans listed are in 50mm increments with intermediate values at 25mm. Generally for double span construction, strength of the sheet over the support will govern the design.

Even if the ComFlor sheets are continuous over a permanent support in construction, the slab will act as a simple span in service unless full continuity reinforcement is placed over the permanent supports. 25MPa (cylinder strength) concrete used.

95% strength in construction

The green zone is the ‘safe’ zone within which the ComFlor is not unduly taxed structurally during construction.

98% strength in construction

The orange zone can be considered the ‘working’ zone where most efficient designs will occur. Concrete pour sequencing is important within the orange zone to minimise ponding and result in flatter concrete surface.

100% strength in construction

The red zone should never be used.

Permanent support

Sheets are continuous over permanent supports

Double (or end) span

Double (or end) span

General Apart from the 0.75mm data, these tables have been derived from version 8.3 of the ComFlor design software. The 0.75mm data has been derived manually based as closely as possible to those parameters used in ComFlor. Outputs from future versions of ComFlor may differ slightly from those in these tables, therefore is important to always verify a design using the latest software.

4

ComFlor

The construction deflection column to the right of the tables indicates the resultant deflection at the end of each of the colour bands.

Ultimately it is the ’clear span’ that dictates the design. As the top flange width increases with larger beam selection, the possible beam centres increase. Specific design using the ComFlor software is required.

5mm, 15mm, 22mm indicate the underside deflection to expect (inclusive of concrete ponding midspan) during construction. The line to the right thus 5mm indicates the span applicable to that deflection figure. As a guide: 5mm – Practically flat appearance to the underside 15mm – 15mm underside deflection has generally proven to be a good compromise between visual appeal and functional construction spans.

22mm – A good ‘working’ maximum where underside appearance is not important, but maximum construction spans are desired.

25mm – Generally the absolute maximum underside deflection advised unless the visual appearance is of no relevance.

Loadings Represented in the tables SLL (Q)

SDL (G)

kPa

kPa

15.0

0.5

E - minimum value for cold storage

10.0

0.5

E - minimum value for mobile stacking, mechanically operated heavy shelving (wheels on rails, eg compactus)

7.5

0.5

C5 - Stages in public assembly areas (no allowance for dynamic activities has been allowed for)

5.0

0.5

E - file rooms, office storage space, vaults and strongrooms

3.0

0.8

B - offices for general use

2.5

0.1

F - parking, garages, driveways and ramps restricted to cars, light vans, etc not exceeding 2500kg gross mass

1.5

0.8

A1 - General areas, private kitchens and laundries in self contained dwellings.

Normal Stage Strength criteria limited to 95% utilisation.

Total Deflection is limited to the smaller of span/250 or 30mm.

Serviceability criteria limited to 99% utilisation (of 5Hz).

Category Reference from AS/NZS 1170.1:2002, table 3.1

Note - Point loads have not been considered for these quick reference tables. Please use the ComFlor software and/or discuss your needs with a ComFlor representative.

The composite (normal stage or ‘in service’) spans are designed to a 5Hz vibration limit. Studies of existing slabs have shown that this parameter results in a solid feeling slab that does not generally produce unsettling vibration underfoot if the support structure is inherently rigid (ie a concrete block wall). Please note that the slab alone does not necessarily dictate the overall slab ‘system’ vibration characteristics. If the support structure has the potential to be flexible (ie structural steel), the whole floor system should be considered for vibration. Spans can be increased markedly if the vibration criterion is relaxed or not critical to the end use of the slab.

Load/span combinations in these tables achieve a guaranteed 30 minute fire resistance rating (FRR). Greater than 30 minutes is often possible, dependant on the actual imposed load (tables give possible load based on 30 minutes FRR) - use the ComFlor software to determine if the desired FRR can be achieved without additional reinforcing. Use the ‘Simple’ setting first to determine if mesh alone will satisfy the fire condition. ComFlor allows for different mesh sizes to be considered in the ‘Simple’ method - or, using the ‘Fire Design’ method different bar sizes (10 to 32mm) can be placed in the ComFlor troughs in order to improve fire performance.

omFlor 80 Single Span Sheets in Construction - Simple Span Composite Slab - 30 minute fire rating 3.0 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 The load capacity for any given 10.0 7.5 load/span configuration is shown as:

5.0

3.0

10.0 7.5 The fire rating will naturally increase at any given 10.5 7.5span if the actual design load is less than that shown on the tables.

12.0 10.0 7.5

0 13.0

10.0

0 15.0 15.0

1.5

2.5

5.0

3.0 5.0

1.5

2.5

3.0

1.5

5.0 7.5

10.0

2.5

3.0

7.5 10.0

15.0

1.5

5.0

5.0

2.5

3.0/1.5

7.5 10.0

2.5

3.0/1.5 5.0 7.5

2.5 3.0

1.5

5.0/3.0/1.5

Composite floor decking www.comflor.co.nz 2.5 2.5

5

Quick Reference Load Span Table UnPropped ComFlor 60 Double Span Sheets in Construction Simple Span Composite Slab - 30 minute fire rating Quick Reference Load Span table - UnPropped ComFlor 60 Double Span Sheets in Construction - Simple Span Composite Slab - 30 minute fire rating

1.95 2.00 2.05 2.10 2.15 2.20 2.25 2.30 2.35 2.40 2.45 2.50 2.55 2.60 2.65 2.70 2.75 2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45 3.50 3.55 3.60 3.65 3.70 3.75 3.80 3.85 3.90 3.95 4.00 4.05 4.10 4.15 4.20 4.25 4.30 4.35 4.40 4.45 4.50 4.55 4.60

125

15.0

5mm

130

15.0

140

10.0 15.0 15.0

5mm

>15.0 >15.0

5mm

>15.0 >15.0

5mm >15.0 >15.0 1.95 2.00 2.05 2.10 2.15 2.20 2.25 2.30 2.35 2.40 2.45 2.50 2.55 2.60 2.65 2.70 2.75 2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45 3.50 3.55 3.60 3.65 3.70 3.75 3.80 3.85 3.90 3.95 4.00 4.05 4.10 4.15 4.20 4.25 4.30 4.35 4.40 4.45 4.50 4.55 4.60 15.0

5mm

130

15.0 15.0

150 160

10.0 11.0 15.0

21.0 20.5 24.0 23.0

26.5 25.5

5mm 29.0 28.0 1.95 2.00 2.05 2.10 2.15 2.20 2.25 2.30 2.35 2.40 2.45 2.50 2.55 2.60 2.65 2.70 2.75 2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45 3.50 3.55 3.60 3.65 3.70 3.75 3.80 3.85 3.90 3.95 4.00 4.05 4.10 4.15 4.20 4.25 4.30 4.35 4.40 4.45 4.50 4.55 4.60 15.0

125

15.0

150 160 180

15.0 15.0 18.0

5mm

220

9.5

9.0

11.0 11

15mm 14.0 13.5

15mm 17.0

8.0

23.0 22.0

5mm

Construction Deflection 13mm

14mm

15mm

13mm

14mm

15mm

13mm

14mm

14mm

13mm

14mm

14mm

13mm

14mm

14mm

13mm

13mm

14mm

11mm

12mm

13mm

10mm

11mm

11mm

8mm

9mm

10mm

7mm 8mm 9mm Construction Deflection 14mm

15mm

15mm

14mm

15mm

16mm

14mm

15mm

15mm

14mm

15mm

15mm

13mm

14mm

15mm

12mm

13mm

14mm

11mm

12mm

13mm

10mm

11mm

11mm

9mm

10mm

10mm

9mm 9mm 10mm Construction Deflection 16mm

16mm

17mm

16mm

17mm

17mm

16mm

16mm

17mm

17mm

18mm

17mm

17mm

18mm

18mm

17mm

18mm

18mm

15mm

17mm

17mm

14mm

15mm

16mm

13mm

14mm

15mm

25.0 24.0 5mm 12mm 13mm 14mm 1.95 2.00 2.05 2.10 2.15 2.20 2.25 2.30 2.35 2.40 2.45 2.50 2.55 2.60 2.65 2.70 2.75 2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45 3.50 3.55 3.60 3.65 3.70 3.75 3.80 3.85 3.90 3.95 4.00 4.05 4.10 4.15 4.20 4.25 4.30 4.35 4.40 4.45 4.50 4.55 4.60 Construction Deflection

125

15.0

130

5mm 15.0 15.0

150

10.0

5mm

15.0

220

15mm

5mm

15mm

9.0

6.5 7.0

9.0

13.0 13.0 16.0 15.0

19.5

18mm

19mm

20mm

19mm

20mm

20mm

19mm

8.0

10.5 10.0

15mm

15mm

5mm

240

7.0 8.0

10.0

15mm

5mm

6.5 7.5

15mm

15mm 15.0

15mm

15mm

15.0

5mm

200

7.5 10.0

5mm

5mm

160 180

10.0

5mm

140

17.5

21.0 20.5

20mm

20mm

19mm

20mm

21mm

19mm

20mm

21mm

20mm

20mm

21mm

20mm

21mm

21mm

18mm

20mm

20mm

17mm

18mm

19mm

5mm 15mm 23.0 22.0 16mm 17mm 18mm 1.95 2.00 2.05 2.10 2.15 2.20 2.25 2.30 2.35 2.40 2.45 2.50 2.55 2.60 2.65 2.70 2.75 2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45 3.50 3.55 3.60 3.65 3.70 3.75 3.80 3.85 3.90 3.95 4.00 4.05 4.10 4.15 4.20 4.25 4.30 4.35 4.40 4.45 4.50 4.55 4.60 Construction Deflection

125

15.0

130

5mm 15.0

150

5mm

160

10.0 15.0 15.0

220

5mm

240

5mm

18.0 18.0 19.5 19.0

8.5 10.0

12.5 12.0 15.0 15.0

15mm 15mm

10.0

15mm

15mm

6.5 7.5

15mm 15.0

5.5 7.5

15mm

15mm

5mm

15mm

15mm

5mm

5mm

200

7.5 10.0

5mm

180

10.0

5mm

15.0

140

6

8.5

7.0

7.0

21.0 20.0

5mm

240

15mm

15mm

5mm

200

260

10.0

5mm

7.5

15mm

5mm 15.0

5mm

7.0

15mm 10.0

5mm

140

1.20

10.0

5mm 15.0

130

260

9.0

10.5

16.5 16.0

5mm 5mm 5mm

9.0

7.5 8.0

12.5 12.5

5mm

220

1.10

8.0

5mm

5mm

180

260

7.5 10.0

5mm 15.0

200

1.00

10.0

5mm

140

260

>10.0 >10.0

>15.0 >15.0

125

240

>10.0 >10.0 15.0

5mm

220

5.0

>10.0 >10.0

5mm

200

0.90

7.5

5.0

10.0 >7.5

5mm

180

260

5mm

5mm

160

240

7.5

5mm 15.0

150

0.75

10.0

9.5

8.5

7.0

6.5

5.5

22mm

23mm

24mm

22mm

23mm

24mm

22mm

23mm

23mm

22mm

23mm

24mm

22mm

23mm

24mm

22mm

23mm

23mm

22mm

23mm

23mm

22mm

23mm

23mm

21mm

22mm

23mm

5mm 15mm 21.0 21.0 20mm 21mm 21mm 1.95 2.00 2.05 2.10 2.15 2.20 2.25 2.30 2.35 2.40 2.45 2.50 2.55 2.60 2.65 2.70 2.75 2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45 3.50 3.55 3.60 3.65 3.70 3.75 3.80 3.85 3.90 3.95 4.00 4.05 4.10 4.15 4.20 4.25 4.30 4.35 4.40 4.45 4.50 4.55 4.60 Construction Deflection

ComFlor

Quick Reference Load Span Table UnPropped ComFlor 80 Double Span Sheets in Construction Simple Span in Service - 30 minute fire rating

ComFlor Quick Reference Load Span table - UnPropped

ComFlor 80 Double Span

Sheets in Construction - Simple Span in Service - 30 minute fire rating

2.50 2.55 2.60 2.65 2.70 2.75 2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45 3.50 3.55 3.60 3.65 3.70 3.75 3.80 3.85 3.90 3.95 4.00 4.05 4.10 4.15 4.20 4.25 4.30 4.35 4.40 4.45 4.50 4.55 4.60 4.65 4.70 4.75 4.80 4.85 4.90 4.95 5.00 5.05 5.10 5.15 5.20 5.25 5.30 5.35 5.40

0.75

145 150 160 170 180 190 200 220 240 260

15.0

5mm 15.0

10.0

5mm 15.0 5mm

10.0

5mm 15.0

5mm 5mm >15.0 >15.0

7.5

>15.0 >15.0

5mm 5mm

15.0 >15.0

>15.0

Construction Deflection 11mm 11mm 10mm 10mm 10mm 10mm 9mm 8mm 7mm 6mm

>10.0 >10.0 >10.0 >10.0 >10.0 >10.0 >10.0

15.0

5mm

5mm

7.5 5.0

>15.0

>15.0

2.50 2.55 2.60 2.65 2.70 2.75 2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45 3.50 3.55 3.60 3.65 3.70 3.75 3.80 3.85 3.90 3.95 4.00 4.05 4.10 4.15 4.20 4.25 4.30 4.35 4.40 4.45 4.50 4.55 4.60 4.65 4.70 4.75 4.80 4.85 4.90 4.95 5.00 5.05 5.10 5.15 5.20 5.25 5.30 5.35 5.40

0.90

145 150 160 170 180 190 200 220 240 260

15.0

5mm 5mm

15.0 15.0

10.0 10.0

15.0 5mm 5mm

10.0 11.5

15.0

13.0 15.0

5mm

22.0

5mm 21.5

5mm 20.0

8.5

5mm

5mm 16.5 18.0

8.0 8.5

8.0

11.0

12.5

14.5

16.0

17.5

19.5

2.50 2.55 2.60 2.65 2.70 2.75 2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45 3.50 3.55 3.60 3.65 3.70 3.75 3.80 3.85 3.90 3.95 4.00 4.05 4.10 4.15 4.20 4.25 4.30 4.35 4.40 4.45 4.50 4.55 4.60 4.65 4.70 4.75 4.80 4.85 4.90 4.95 5.00 5.05 5.10 5.15 5.20 5.25 5.30 5.35 5.40

1.00

145 150 160 170 180 190 200 220 240 260

15.0

5mm 15.0

10.0

7.5

5mm 15.0

10.0

5mm 15.0 5mm

5mm 15.0

11.5

5mm

15.0

13.0

5mm

14.5

5mm

16.5

5mm

18.5

5mm

20.5

15mm 15mm 10.5 10.0

10.0

7.0

6.5

8.0 8.5

9.0

11.5

13.0

14.5

16.0

18.0

19.5

2.50 2.55 2.60 2.65 2.70 2.75 2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45 3.50 3.55 3.60 3.65 3.70 3.75 3.80 3.85 3.90 3.95 4.00 4.05 4.10 4.15 4.20 4.25 4.30 4.35 4.40 4.45 4.50 4.55 4.60 4.65 4.70 4.75 4.80 4.85 4.90 4.95 5.00 5.05 5.10 5.15 5.20 5.25 5.30 5.35 5.40

1.10

145 150 160 170 180 190 200 220 240 260

15.0

5mm 15.0

10.0

5mm 15.0

15mm 15mm

10.0

5mm 15.0 5mm

10.0

5mm

5mm

15.0

15mm

5mm

15.0

5mm

15.5

5mm

17.0

5mm

18.5

15mm 15.0

12.0 13.5

8.5 10.0 10.5 11.5

15mm

6.5 7.0

7.5

15mm 15mm

15.0

7.5

9.5 10.5

6.0

8.5

13.0

16.5

18.0

2.50 2.55 2.60 2.65 2.70 2.75 2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45 3.50 3.55 3.60 3.65 3.70 3.75 3.80 3.85 3.90 3.95 4.00 4.05 4.10 4.15 4.20 4.25 4.30 4.35 4.40 4.45 4.50 4.55 4.60 4.65 4.70 4.75 4.80 4.85 4.90 4.95 5.00 5.05 5.10 5.15 5.20 5.25 5.30 5.35 5.40

1.20

145 150 160 170 180 190 200 220 240 260

15.0

5mm 5mm

15.0 15.0

10.0 10.0

5mm 15.0 5mm 5mm 5mm

10.0 15mm 15.0

5mm

15.0 15mm

5mm

15mm 15mm

17.0

7.5 8.0

10.0

9.0 10.0

11.5

15mm

12.5 15.0 15.5 15.0

7.5

15mm

15mm 15mm

15.0

5mm 5mm

15mm 15mm

14.0

22mm 22mm 7.5

5.0 6.0

3.0 5.0

1.5

2.5

8.5

10.0

11.0 12.0

14.0

16.5

15mm 15mm 14mm 13mm 13mm 12mm 12mm 10mm 10mm 9mm

17mm 18mm 18mm 17mm 16mm 15mm 14mm 13mm 12mm 11mm

17mm 18mm 18mm 17mm 16mm 15mm 15mm 14mm 13mm 11mm

Construction Deflection 18mm 18mm 18mm 18mm 19mm 18mm 17mm 15mm 14mm 13mm

9.5

15mm 15mm 14mm 13mm 12mm 12mm 11mm 10mm 10mm 9mm

Construction Deflection 15mm 17mm 17mm 16mm 15mm 14mm 13mm 12mm 11mm 10mm

7.5

12mm 12mm 12mm 11mm 11mm 11mm 11mm 9mm 8mm 7mm

Construction Deflection 14mm 14mm 13mm 12mm 12mm 11mm 11mm 10mm 9mm 5mm

10.0

11mm 11mm 11mm 11mm 11mm 10mm 10mm 9mm 8mm 7mm

19mm 19mm 19mm 20mm 20mm 19mm 18mm 16mm 15mm 14mm

20mm 20mm 20mm 20mm 21mm 19mm 19mm 17mm 16mm 14mm

Construction Deflection 25mm 24mm 22mm 22mm 20mm 21mm 21mm 21mm 19mm 17mm

2.50 2.55 2.60 2.65 2.70 2.75 2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45 3.50 3.55 3.60 3.65 3.70 3.75 3.80 3.85 3.90 3.95 4.00 4.05 4.10 4.15 4.20 4.25 4.30 4.35 4.40 4.45 4.50 4.55 4.60 4.65 4.70 4.75 4.80 4.85 4.90 4.95 5.00 5.05 5.10 5.15 5.20 5.25 5.30 5.35 5.40

Composite floor decking www.comflor.co.nz

26mm 26mm 24mm 23mm 22mm 21mm 23mm 22mm 20mm 18mm

28mm 27mm 25mm 24mm 23mm 21mm 24mm 22mm 21mm 19mm

Construction Deflection

7

Quick Reference Load Span Table Notes Single Span in Construction - Simple Span in Service

The purpose of these tables is for rapid conceptual design only. A full design analysis using the ComFlor software (and other ‘whole system’ software) is required to verify all design parameters are met.

Spans listed are in 100mm increments with intermediate values at 50mm. For unpropped single span design, underside deflection during the concrete pour will (generally) govern the effective span. For propped single span design, the resultant vibration and deflection characteristics of the composite slab will (generally) govern the design.

Single span in construction

‘stand alone’ span between two permanent supports

Single span unpropped (can be propped for longer spans)

‘stand alone’ span between two permanent supports

ComFlor sheet

Even if the ComFlor sheets are continuous over a permanent support in construction, the slab will act as a simple span in service unless full continuity reinforcement is placed over the permanent supports. 25MPa (cylinder strength) concrete used.

Permanent support

Sheets DO NOT continue over permanent supports

Construction Stage The colour zones on the table represent the ponded (soffit) deflection to expect during construction.

ComFlor sheet

Temporary line of propping Single Span propped

Single Span unpropped

General Apart from the 0.75mm data, these tables have been derived from version 8.3 of the ComFlor design software. The 0.75mm data has been derived manually based as closely as possible to those parameters used in ComFlor. Outputs from future versions of ComFlor may differ slightly from those in these tables, therefore is important to always verify a design using the latest software.

8

ComFlor

Spans shown in this table are ‘clear span’ plus 100mm to reflect the typical application of the ComFlor sheet in a single span slab - 50mm seating onto the support structure.

15mm deflection

16 to 22mm deflection

over 23mm deflection

5mm, 15mm, 22mm indicate the underside deflection to expect (inclusive of concrete ponding midspan) during construction. The line to the right thus 5mm indicates the span applicable to that deflection figure. As a guide: 5mm – Practically flat appearance to the underside.

15mm – 15mm underside deflection has generally proven to be a good compromise between visual appeal and functional construction spans.

22mm – A good ‘working’ maximum where underside appearance is not important, but maximum construction spans are desired.

25mm – Generally the absolute maximum underside deflection advised unless the visual appearance is of no relevance.

Normal Stage Strength criteria limited to 95% utilisation Total Deflection is limited to the smaller of span/250 or 30mm Serviceability criteria limited to 99% utilisation (of 5Hz)

Propping Please note, when propping is used, the self weight of the slab is applied as a dead load once props are removed and can result in lower load capacity than that of an unpropped slab of the same span. This is because (the self weight of) an unpropped slab ‘loads up’ as it is poured, whereas when propped the self weight is held by the propping initially.

The composite (normal stage or ‘in service’) spans are designed to a 5Hz vibration limit. Studies of existing slabs have shown that this parameter results in a solid feeling slab that does not generally produce unsettling vibration underfoot if the support structure is inherently rigid (ie a concrete block wall). Please note that the slab alone does not necessarily dictate the overall slab ‘system’ vibration characteristics. If the support structure has the potential to be flexible (ie structural steel), the whole floor system should be considered for vibration. Spans can be increased markedly if the vibration criterion is relaxed or not critical to the end use of the slab.

The propping break lines (from 0 to 1, 2 or 3 rows required) occur at 95 % strength utilisation of the ComFlor sheet in construction.

The heavy lines indicate those points at which one or more prop lines are required.

The propping line used must be checked to ensure it has the required capacity to support the construction loads. ComFlor has the capacity to span far enough to impart up to 1500kg per linear metre onto the propping line.

Spans can be further increased by the addition of bottom reinforcing. Up to 600mm (varies) additional span can be achieved to that shown. Bottom reinforcing can be added also to increase the load carrying capacity of any given span/slab thickness combination. Use the ComFlor design software to verify.

A top bearer width of 100mm is used for the temporary propping system. Construction spans can be increased if wider bearers are used.

Load/span combinations in these tables achieve a guaranteed 30 minute fire resistance rating (FRR). Greater than 30 minutes is often possible, dependant on the actual imposed load (tables give possible load based on 30 minutes FRR) - use the ComFlor software to determine if the desired FRR can be achieved without additional reinforcing. Use the ‘Simple’ setting first to determine if mesh alone will satisfy the fire condition. ComFlor allows for different mesh sizes to be considered in the ‘Simple’ method - or, using the ‘Fire Design’ method different bar sizes (10 to 32mm) can be placed in the ComFlor troughs in order to improve fire performance.

Loadings Represented in the tables SLL (Q)

SDL (G)

kPa

kPa

15.0

0.5

E - minimum value for cold storage

10.0

0.5

E - minimum value for mobile stacking, mechanically operated heavy shelving (wheels on rails, eg compactus)

Category Reference from AS/NZS 1170.1:2002, table 3.1

omFlor 80 Single Span Sheets in Construction - Simple Span Composite Slab - 30 minute fire rating

- Stages in public assembly areas (no allowance for dynamic 3.0 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.07.5 5.1 5.2 0.5 5.3 5.4C5 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 activities has been allowed for) The load capacity for any given 10.0 7.5 load/span configuration is shown as:

5.0

3.0

10.0 7.5 The fire rating will naturally increase at any given span if the actual 10.5 7.5 design load is less than that shown on the tables.

12.0 10.0 7.5

0 13.0

5.0 5.0

10.0

7.5

0 15.0

10.0

7.5 10.0

15.0

7.5

15.0

10.0 15.0

1.5

2.5 5.0

3.0

1.5 3.0 3.0 2.5

0.5 2.5 0.8

E - file rooms, office storage space, vaults and strongrooms

B - offices for general use 2.5 F - parking, garages, driveways and ramps restricted to cars, 0.1 light vans, 5.0 3.0 1.5 2.5 etc not exceeding 2500kg gross mass A1 General 5.0 3.0/1.5 2.5 areas, private kitchens and laundries in self 1.5 0.8 contained dwellings.

5.0 3.0/1.5 2.5 Note - Point loads have not5.0 been considered for these quick 3.0 1.5 2.5reference tables. Please use the ComFlor 7.5 software and/or discuss5.0/3.0/1.5 your needs with a ComFlor representative.

2.5

1.5

10.0 15.0

7.5 10.0

5.0/3.0/1.5 7.5

2.5 5.0/3.0

1.5

2.5

3.0 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 Composite 5.9 6.0 6.1 6.3 6.4 6.5 6.6 floor6.2 decking 10.5 11.5

9.0 9.5

7.5

5.0 7.5

3.0 5.0

3.0

www.comflor.co.nz

2.5

1.5 1.5

2.5

9

Quick Reference Load Span Table ComFlor 60 Single Span Sheets in Construction Simple Span Composite Slab - 30 minute fire rating

ComFlor Quick Reference Load Span table - ComFlor

60 Single Span

Sheets in Construction - Simple Span Composite Slab - 30 minute ďŹ re rating

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 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7.0

125

5mm 15.0

130

5mm

140

5mm

150

0.75

15.0

5mm

7.5 7.5

15.0 15.0

5mm 15.0

140 150

0.90

15.0

5mm

160 180

5mm

200

5mm

220

26.5

5mm

240 260

28.0 29.5

5mm 5mm

2.5

3.0/1.5

5.0

3.0/1.5 5.0

5.0

3.0 3.0

7.5

2.5 2.5

3.0/1.5

1.5

2.5 2.5

3.0/1.5

7.5

5.0

3.0

7.5

10.0 15.0

2.5 3.0

5.0

10.0

3.0

7.5

15.0

2.5

1.5

5.0

10.0

2.5

5.0

10.0

3.0

7.5

15.0

1.5

3.0

7.5

15.0

2.5

1.5

5.0

10.0

25.0 26.5

2.5 1.5

5.0 7.5

23.0

1.5

5.0

7.5

17.5 20.0

2.5

5.0

3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7.0

15.0 14.0

22.0 24.5

2.5 3.0/1.5

7.5

12.5

17.5

5mm

2.5 1.5

3.0

7.5

10.5

15.5

5mm

1.5

5.0

10.0

9.5

13.5

3.0

7.5

8.5

11.5

2.5

1.5

5.0

10.0

10.5 15.0

2.5

3.0 5.0

10.0

15.0

5mm

1.5

7.5

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 3.1 3.2 130

1.5

7.5

15.0

125

2.5

5.0

10.0

>15.0

1.5 3.0

5.0

10.0

>15.0

2.5 3.0

7.5

15.0

>15.0

5mm 5mm

>7.5

>10.0

>15.0

3.0 5.0

7.5

10.0

>15.0

5mm

220

10.0

>15.0 15.0

5mm

200

>7.5

15.0

5mm

180

>10.0

5.0

7.5

>10.0

5mm

160

240 260

10.0 15.0

1.5

2.5

5.0

10.0

1.5

3.0

2.5

5.0

7.5

1.5

3.0

2.5

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 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7.0 125

11.0

15.0

5mm

140

180 200

25.0

5mm

220

26.0

5mm

240 260

28.0 29.5

5mm 5mm

3.0

7.5

3.0

7.5

2.5 3.0

5.0

10.0

7.5

15.0

2.5

1.5

3.0

7.5

15.0

1.5

5.0

10.0

2.5 3.0

7.5

15.0

1.5

5.0

10.0

26.0

2.5

1.5

5.0

10.0 15.0

2.5

1.5

5.0

10.0

24.0

2.5 3.0

7.5

22.5

1.5

3.0 5.0

12.5

17.5 20.5

2.5

1.5

5.0 7.5

15.0 14.5

22.0

5mm

3.0

7.5

11.0

18.0

5mm

5.0

10.0

16.0 15.0

5mm

160

9.0

12.0 15.0 14.5

5mm

150

1.00

15.0

5mm

130

10.0

2.5

1.5 3.0

5.0 7.5

1.5

2.5

5.0

3.0

1.5

2.5

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 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7.0 125

5mm

130

5mm

180 200

26.0

5mm

240 260

7.5

30.0

1.5

2.5 3.0

1.5

5.0

10.0

2.5 3.0

1.5 3.0

7.5

3.0

7.5

15.0

2.5

1.5

5.0

10.0

15.0

2.5

5.0

10.0

1.5

5.0

10.0

26.0

1.5

5.0 7.5

15.0

2.5 3.0

7.5 10.0

24.0

28.0

5mm 5mm

2.5

5.0

12.5

21.0 22.0

1.5 3.0

7.5

18.0

24.0

3.0 5.0

7.5

14.5

22.0

5mm

220

10.0

18.0

5mm

5.0

11.0

16.0 15.0

5mm

160

9.0

12.0 14.5

5mm

150

1.10

15.0

5mm

140

11.5

15.0

7.5

15.0

2.5 2.5

3.0/1.5 5.0

10.0

2.5 1.5

3.0/1.5

7.5

5.0

3.0

2.5

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 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7.0 125

17.0

5mm

160 180

5mm

220

5mm

240 260

5mm 5mm

23.0 24.0

28.0 30.0

25.5

1.5 3.0

7.5

2.5 1.5

5.0

10.0

5.0

10.0

7.5

2.5 3.0

1.5

2.5 3.0

7.5

1.5

2.5

5.0 7.5

10.0 15.0

1.5 5.0

10.0 15.0

2.5 3.0

7.5 10.0

15.0

1.5

5.0

10.0 15.0

2.5 3.0

7.5

18.0 21.0

25.0 26.5

13.0 15.0

23.0

5mm

200

15.0

3.0 5.0

7.5

11.5

19.0

5mm

5.0

10.0

14.5

5mm

150

9.0

11.5 12.0

15.0

5mm

140

1.20

15.0

5mm

130

1.5

2.5

5.0 7.5

10.0

3.0

3.0

1.5

2.5

5.0 7.5

3.0 5.0

1.5

2.5 3.0

1.5

2.5

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 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7.0

10

ComFlor

Quick Reference Load Span Table ComFlor 80 Single Span Sheets in Construction Simple Span Composite Slab - 30 minute fire rating ComFlor Quick Reference Load Span table - ComFlor 80 Single Span Sheets in Construction - Simple Span Composite Slab - 30 minute ďŹ re rating

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 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7.0

145

15.0 5mm

150

5mm 15.0

160

5mm

170

0.75

15.0

5mm 5mm

2.5 3.0

7.5

1.5

5.0

10.0

2.5

3.0

7.5

1.5

5.0

10.0

5.0

2.5

3.0/1.5

7.5

15.0

2.5

3.0/1.5

7.5 10.0

>15.0

5mm

2.5 1.5

5.0

10.0

15.0

>15.0

1.5 3.0

7.5

12.0

>15.0

3.0 5.0

>15.0 15.0

5mm

220

5.0 7.5

15.0 13.0

5mm

200

7.5

10.5

5mm

190

260

15.0

5mm

180

240

10.0 10.0

2.5

5.0

10.0

3.0

7.5

15.0

10.0

>15.0

1.5

2.5

5.0/3.0/1.5

2.5

7.5

15.0

5.0/3.0/1.5

10.0

2.5

7.5

5.0/3.0

2.5

1.5

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 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7.0 145

5mm

170

240 260

17.5

5mm 5mm 5mm

21.0

2.5

3.0 1.5

5.0/3.0 7.5

2.5

1.5

5.0/3.0/1.5

10.0

7.5

2.5

5.0/3.0/1.5

10.0

2.5

7.5

15.0

5.0/3.0

10.0

17.5 18.5

22.5

5.0

10.0

14.5 16.5

2.5

1.5

7.5

15.0

20.0

2.5

1.5

3.0

7.5

13.0

18.5

3.0 5.0

12.0 10.0

16.0

5mm

5.0 7.5

10.5

14.5

5mm

200

7.5

9.5

13.0

5mm

190 220

15.0

5mm

180

9.0

11.5

5mm 15.0

160

0.90

10.5

15.0 5mm

150

15.0

2.5

1.5

7.5

5.0/3.0/1.5

10.0

7.5

15.0

2.5 5.0/3.0/1.5 7.5

10.0

2.5 5.0/3.0

2.5

1.5

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 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7.0 145

5mm

170 5mm

200 220

15.0

5mm 5mm 5mm

21.5 22.5

3.0

2.5

1.5

5.0/3.0

10.0

7.5

2.5

7.5

5.0/3.0

10.0

7.5

15.0

2.5

1.5

7.5

15.0

5.0/3.0/1.5

10.0

19.0

2.5

1.5

5.0/3.0

10.0

18.0

2.5

1.5

5.0/3.0/1.5

10.0

15.0 17.0

2.5

1.5

5.0 7.5

14.5

20.0

2.5

1.5

3.0

7.5

13.5

18.5

3.0 5.0

12.0 10.0

17.5

5mm

5.0 7.5

10.5

15.0 16.0

7.5

9.5

13.0

5mm

190

240 260

15.0

5mm

180

9.0

11.5

5mm 15.0

160

1.00

10.5

15.0 5mm

150

7.5

15.0

2.5 5.0/3.0

10.0

7.5

2.5 5.0/3.0/1.5

1.5

2.5

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 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7.0 145

15.0 5mm

150

5mm

160

5mm

170

1.10

15.0

5mm

200

15.0

5mm

17.0

21.5

5mm

2.5

1.5

3.0

7.5

2.5

1.5

5.0

10.0

3.0

7.5

2.5

1.5

5.0/3.0/1.5

10.0

7.5

2.5

5.0/3.0/1.5

10.0

7.5

15.0

2.5

5.0/3.0/1.5

10.0

18.0 19.0

23.0

2.5

1.5

3.0 5.0

10.0

16.0

20.0

3.0 5.0

7.5

14.5

19.0

5mm

5.0 7.5

13.5

18.0

5mm

220

12.0

16.5

7.5

10.5

15.0

5mm

190

9.0 9.5

13.0

5mm

180

240 260

11.0 11.5

15.0

7.5

15.0

2.5 5.0/3.0/1.5

10.0

7.5

15.0

2.5 2.5

5.0/3.0/1.5

10.0

7.5

5.0/3.0/1.5

2.5

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 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7.0 145

5mm

160

190 200 220 240 260

15.0

5mm

16.5

5mm 5mm

12.5 15.0

18.0 19.0 22.5 23.5

10.0

13.5

19.5 20.0

3.0 5.0

2.5 2.5

1.5

3.0

7.5 7.5 10.0

2.5

5.0/3.0/1.5 5.0/3.0/1.5

7.5 7.5 10.0

15.0

2.5

1.5

5.0/3.0/1.5

10.0 15.0

3.0

7.5 10.0

15.0

2.5

1.5

5.0

10.0

16.5 18.0

1.5

5.0 7.5

15.0

21.0

3.0

7.5

11.0

15.0

5mm 5mm 5mm

5.0

7.5

9.5

13.5

5mm

180

9.0

12.0

15.0

5mm

170

1.20

10.5

5mm 15.0

150

2.5 5.0/3.0/1.5

7.5 10.0

2.5 2.5 5.0/3.0/1.5 7.5

2.5 5.0/3.0/1.5

2.5

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 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7.0

Composite floor decking www.comflor.co.nz

11

As part of the ComFlor policy of continuing product and system development, the company reserves the right, at any time and without notice, to discontinue or change the products, materials, design advice, features or specifications represented in this brochure without incurring any liability.

Care has been taken to ensure that this information is accurate, but neither S&T Stainless nor its subsidiaries accept responsibility or liability for errors or information which is found to be misleading.

S&T STAINLESS Head Office 7 Bruce Roderick Drive East Tamaki Auckland 2013 P +64 9 271 1780 F +64 9 271 1970

CONTACT US TODAY:

+64 9 271 1780 www.comflor.co.nz