METRIC 0.76 996.8 0.91 1197.4 1.22 1593.0 1.52 1992.1 1200 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 1400 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 1600 20.0 20.0 20.0 20.0 1800 20.0 1200 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 1400 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 1600 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 1800 20.0 20.0 20.0 20.0 20.0 20.0 2000 20.0 20.0 2200 k 1 = 7.6424 1400 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 k 2 = 170.1435 1600 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 k 3 = 0.2729 1800 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 k 4 = -0.0928 2000 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 2200 20.0 20.0 20.0 20.0 20.0 2400 18.0 20.0 2600 2800 1800 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 2000 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 2200 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 2400 20.0 20.0 20.0 20.0 20.0 20.0 2600 18.5 20.0 20.0 20.0 2800 16.6 18.6 3000 Continued on back 1.52 0.76 0.91 1.22 111 6839 8873 Base Steel Nominal Thickness (mm) Span (mm) 8127 7300 85.9 85.8 d I C 101 20.06 15.96 111.1 96.1 9507 10568 96.1 12749 95.9 13565 111.1 I C d d I C d 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 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. 20.0 20.0 20.0 20.0 20.0 20.0 2.11 0.088 20.0 20.0 20.0 20.0 11528 1 Span 2 Span 3 Span 20.0 20.0 20.0 1 Span 20.0 20.0 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). 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 110.9 3 Span 16388 95.8 2 Span 15042 (PER METRE WIDTH) Composite Moment of Inertia, I C (mm 4 x 10 3 ) Effective Depth, d (mm) 20.0 20256 18611 120.8 20.0 3 Span 20.0 121.1 58.7 16812 120.9 15821 136 2.90 0.123 I C 121.1 38.4 INTERIOR (kN) 454.4 364.0 14.95 15.06 DEPTH FROM NEUTRAL AXIS TO BOTTOM OF DECK Y b (mm) FULL I f (mm 4 x 10 3 ) 15.17 38.9 MIDSPAN I m (mm 4 x 10 3 ) MAXIMUM FACTORED REACTIONS 274.0 Moment of Inertia 274.0 EXTERIOR (kN) 228.3 15.3 20.0 20.0 Shear Bond Coefficents (PER METRE WIDTH) In accordance with CSA Specification S136-07 Maximum Specified Uniformly Distributed Load in kN/m 2 (kPa) 15.7 22.3 126 10.9 25.8 3 . 8 2 2 6 7 . 9 454.4 9.65 12.83 12.31 16.21 20.0 18.5 20.0 20.0 18.0 20.0 20.0 16.6 20.0 14.90 15.87 20.00 8.08 364.0 11.70 1 Span 86.1 86.1 Base Steel Nominal Thickness (mm) h(mm) Slab Weight, W 1 (kN/m 2 ) Concrete Volume, (m 3 /m 2 ) 1.52 8918 1 Span 2 Span 3 Span 110.8 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 20.0 2.33 0.098 2.67 0.113 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 HI-BOND COMPOSITE FLOOR HB938-INV ZF75 GALVANNEAL Note SECTION MODULUS MIDSPAN S m (mm 3 x 10 3 ) SUPPORT S s (mm 3 x 10 3 ) 9.59 MASS WITH ZF75 GALVANNEAL (kg/m 2 ) 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