METRIC 0.76 1429.7 0.91 1717.3 1.22 2284.3 1.52 2856.1 2600 11.7 11.7 12.9 12.9 14.6 14.6 15.8 15.8 2800 10.4 10.4 11.4 11.4 13.0 14.1 3000 9.3 10.2 11.7 3200 8.4 2600 13.7 13.7 15.1 15.1 17.1 17.1 18.5 18.5 2800 12.2 12.2 13.4 13.4 15.3 15.3 16.5 16.5 3000 10.9 10.9 12.1 12.1 13.7 13.7 14.8 14.8 3200 9.9 9.9 10.9 10.9 12.4 13.5 3400 9.0 9.0 10.0 11.4 3600 8.3 k 1 = 79.7831 3000 14.4 14.4 15.8 15.8 18.0 18.0 19.5 19.5 k 2 = 71.2935 3200 13.1 13.1 14.4 14.4 16.4 16.4 17.7 17.7 k 3 = 0.2576 3400 12.0 12.0 13.2 13.2 15.0 15.0 16.2 16.2 k 4 = -0.0676 3600 11.0 11.0 12.1 12.1 13.8 13.8 14.9 14.9 3800 10.2 10.2 11.2 11.2 12.8 13.8 4000 9.5 10.4 11.9 4200 8.9 9.8 4400 7.9 3400 14.7 14.7 16.3 16.3 18.5 18.5 20.0 20.0 3600 13.6 13.6 15.0 15.0 17.1 17.1 18.5 18.5 3800 12.6 12.6 13.9 13.9 15.9 15.9 17.2 17.2 4000 11.8 11.8 13.0 13.0 14.8 16.0 4200 10.5 10.5 12.1 13.8 14.9 4400 9.1 10.8 13.0 14.0 4600 8.0 9.7 Continued on back HI-BOND COMPOSITE FLOOR HB306 Z275 GALVANIZED Note SECTION MODULUS MIDSPAN S m (mm 3 x 10 3 ) SUPPORT S s (mm 3 x 10 3 ) 26.67 MASS WITH ZF75 GALVANIZED (kg/m 2 ) 2.55 0.105 2.90 0.120 Load Tables are based on the design of ONE-WAY composite slabs carrying uniformly distubuted loads on a simple span basis. For complete design criteria see the VICWEST Hi-Bond Composite Floor Designer's Manual. 1. 2. NOMINAL CORE THICKNESS (mm) AREA OF STEEL (mm 2 ) A uniform loading in excess of 10 kPa (200 psf) is often an indication of concentrated or moving loads. Such conditions may require additional reinforcing steel. Contact VICWEST for additional design information 0.76 0.91 Slab Thickness h, is from underside of steel deck to top of concrete. Maximum span is not to exceed 32h. 3. 2 Span 1.22 9.3 Base Steel Nominal Thickness (mm) h(mm) Slab Weight, W 1 (kN/m 2 ) Concrete Volume, (m 3 /m 2 ) 1.52 16828 1 Span 2 Span 3 Span 122.6 42.83 48.39 60.10 11.64 2071.6 33.81 1 Span 98.2 98.1 9.5 8.9 10.2 8.0 12.6 9.1 13.6 11.0 10.5 14.7 11.8 8 . 9 0 3 1 4 9 . 5 2 2608.4 13.94 18.42 33.41 46.42 13.1 12.0 Shear Bond Coefficents (PER METRE WIDTH) In accordance with CSA Specification S136-07 Maximum Specified Uniformly Distributed Load in kN/m 2 (kPa) 21.5 30.1 166 13.6 32.1 MIDSPAN I m (mm 4 x 10 3 ) MAXIMUM FACTORED REACTIONS 1572.3 Moment of Inertia 1488.4 EXTERIOR (kN) 1186.8 19.0 50.7 INTERIOR (kN) 2608.4 2088.8 42.94 43.17 DEPTH FROM NEUTRAL AXIS TO BOTTOM OF DECK Y b (mm) FULL I f (mm 4 x 10 3 ) 43.40 48.2 76.4 28103 132.8 26380 176 3.12 0.130 I C 133.2 (PER METRE WIDTH) Composite Moment of Inertia, I C (mm 4 x 10 3 ) Effective Depth, d (mm) 18.5 34040 31214 132.6 3 Span 14.1 133.1 12.9 10.2 15.1 122.8 3 Span 28703 107.6 2 Span 26309 Properties and loads are based on Grade 230 steel (Grade 33 steel) with a minimum yield stress of 230 MPa (33,000 psi) and a maximum stress under Factored loads of 207 MPa (29,700 psi). 11.4 11.7 10.4 12.2 13.7 14.4 10.9 1 Span 2 Span 3 Span 20.0 15.3 1 Span 13.4 15.8 18.5 2.32 0.095 13.5 12.8 9.9 9.0 21814 4. Load values are based on Normal Weight Concrete (density of 2300 kg/m 3 ) (145 pcf) with a minimum compressive strength of 20.7 MPa (3,000 psi) and a Modular Ratio n=9 5. 17.2 14.9 12.1 10.9 10.0 17.1 13.0 14.8 15.9 18.5 13.8 16.0 16.4 15.0 13.8 18.0 17.7 10.4 9.7 14.4 13.2 12.1 11.2 13.9 16.2 14.9 13.8 10.8 13.0 15.8 16.3 15.0 12.1 19.5 16.5 14.8 12.4 14.6 17.1 13.7 13.0 I C d d I C d 123.2 108.2 17953 19978 108.1 22205 107.8 23669 123.1 I C 141 59.06 23.03 151 13790 17920 Base Steel Nominal Thickness (mm) Span (mm) 16398 14721 97.8 97.6 d 1.52 0.76 0.91 1.22 PHYSICAL PROPERTIES STEEL PROPERTIES PHYSICAL PROPERTIES COMPOSITE SLAB LOAD TABLE LIMIT STATES DESIGN SLAB THICKNESS VW00147EN10/10 In accordance with ongoing efforts to improve our products and their performance, Vicwest reserves the right to change without notice the specifications contained herein. The contents herein are for general information and illustrative purposes only and are not intended to serve as any type of advice. Every effort is made to ensure the accuracy of the information included in this brochure and it is believed that the information contained herein is accurate and reliable as of the date of publication. Vicwest, however, does not warrant or represent the accuracy or reliability of any information included in this brochure. Any reliance on any information without consultation with Vicwest or a duly authorized representative shall be at the user's own risk. ©2010, Vicwest – All rights reserved