ComFlor SR Product Guide June 2019

Page 1

ComFlor SR DESIGN INFORMATION

ComFlor SR

SECTION PROPERTIES (PER METRE WIDTH)

NOMINAL THICKNESS (mm)

DESIGN THICKNESS (mm)

PROFILE WEIGHT (kN/m²)

0.75 0.90 1.00 1.25

0.75 0.86 1.00 1.21

0.10 0.11 0.13 0.16

CROSS HEIGHT TO SECTIONAL AXIS AREA OF STEEL NEUTRAL (mm) (mm²/m)

1273 1459 1697 2053

MOMENT OF INERTIA

ULTIMATE MOMENT CAPACITY

SAGGING (cm⁴/m)

HOGGING (cm⁴/m)

SAGGING (kNm/m)

HOGGING (kNm/m)

42.96 50.09 59.42 68.98

31.73 38.01 44.44 58.29

5.81 7.61 9.55 11.63

5.35 6.89 9.07 11.14

15.43 15.43 15.55 15.66

• Section properties in table above conform to BS5950/ASNZS2327

ComFlor SR SLAB THICKNESS (mm)

110 120 130 140 150 160 170 180 190 210 220 230 240 250

COMPOSITE SLAB - CONCRETE VOLUMES AND WEIGHT VOLUME/WEIGHT OF CONCRETE (kPa) NO PONDING¹ VOLUME m³/m²

WET (kPa) (2400kg/m²)

0.101 2.38 0.111 2.61 0.121 2.85 0.131 3.08 0.141 3.32 0.151 3.56 0.161 3.79 0.171 4.03 0.181 4.26 0.201 4.73 0.211 4.97 0.221 5.20 0.231 5.44 0.241 5.67 1. Deck deflection (ie ponding) is not allowed for in the table

DRY (kPa) (2350kg/m²)

2.33 2.56 2.79 3.02 3.25 3.48 3.71 3.94 4.17 4.63 4.86 5.09 5.33 5.56

VOLUME/WEIGHT OF CONCRETE (kPa) 15mm PONDING² VOLUME m³/m²

WET (kPa) (2400kg/m²)

DRY (kPa) (2350kg/m²)

0.112 2.63 2.57 0.122 2.86 2.80 0.132 3.10 3.03 0.142 3.33 3.26 0.152 3.57 3.49 0.162 3.80 3.72 0.172 4.04 3.95 0.182 4.27 4.18 0.192 4.51 4.41 0.212 4.98 4.88 0.222 5.21 5.11 0.232 5.45 5.34 0.242 5.69 5.57 0.252 5.92 5.80 2. Deck deflection (ie ponding) is calculated at a nominal 15mm in the table

Notes • Deck and mesh weight is not included in the weight of concrete figures • Density of concrete (wet and dry) is taken at the values noted in the table • The ComFlor SR profile takes the equivalent of 9mm out of the slab depth concrete volume

DESIGN NOTES DECK MATERIAL

QUICK REFERENCE TABLES

TECHNICAL SERVICES

Zinc coated steel to AS 1397 G500/550, Z275/450, with a minimum yield stress of 500/550 N/mm². Minimum zinc coating mass is 275/450 g/m² total including both sides.

The quick reference load/span tables are intended as a guide for initial design only. Full design can be carried out using the ComFlor software available free on request, or download at www.comflor.nz

The ComFlor Technical Department offers a comprehensive advisory service for composite flooring to all specifiers and users.

Should queries arise which are not covered by this literature or by the ComFlor design software, please contact us: Ph (09) 271 1792, comflor@comflor.nz

OCT 17

For more information call us on

Built into the fabric 09 271 1788 of New Zealand construction www.comflor.nz


Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.