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 SCI Corus Panels and Profiles 8. 3  JOB REFERENCE: Job 1 Date: 11-05- 2012  DECK REFERENCE: CF 80 1.20 thk Time: 10:13:59 PM  COMPANY NAME: The Steel Construction Institute Job No:  CLIENT NAME: Corus Panels and Profiles  FILENAME: Calcs by: Checked by: FULL OUTPUT NOTE: SECTION DESIGNED TO BRITISH STANDARDS Construction Stage: PASS Max Unity Factor = 0.70 Normal Stage: PASS Max Unity Factor = 1.00 Fire Condition: FAILED Max Unity Factor = 1.45 Serviceability: SATISFACTORY Max Unity Factor = 0.99  *** SECTION INADEQUATE *** FLOOR PLAN DAT A : (unpropped composite construction with CF80/1.2 decking) Beam centres 4.20 m Span type SINGLE Beam or wall width 150 mm Propping NONE PROFILE DATA : (CF80 /1.2 decking. Grade S 450 GD ) Depth 80 mm Pitch of deck ribs 300 mm Trough width 120 mm Crest width 147.0 mm Nominal sheet thickness 1.20 mm Design sheet thickness 1.16 mm Deck weight 0.15 kN/m² Yield strength 450 N/mm ² CONCRETE SLA B : [Normal Weight Concrete ; Fibre Reinforced : FibreMesh 0.9 NovoMesh 35] Overall slab depth 170 mm Concrete characteristic strength 35 N/mm² Concrete wet density 2500 kg/m ³ Modular ratio 10 Concrete dry density 2500 kg/m ³ Bar reinforcement NONE Fibermesh 150 0.9 kg/m³ Novomesh CMD 35.0 kg/m ³ Account for End Anchorage NO Shear connectors per rib 0 Screeds NONE SECTION PROPERTIES :  ***NOTE - 1: All values of inertia are expressed in steel units  ***NOTE - 2: Average inertia is used for deflection calculations for the composite stage  ***NOTE - 3: Cracked dynamic inertia is used for natural frequency calculations DECK PROFILE: Sagging Inertia, Ixx 234.100 cm4/m Area of profile (Net), Ap 1871 mm ²/m Hogging Inertia, Iyy 0.000 cm4/m COMPOSITE: Inertia, Ixx - Uncracked 3488 cm4/m Cracked 1903 cm4/m Average inertia 2695 cm4/m Cracked inertia (dynamic) 2162 cm4/m Shear bond coefficients - Mr 84.60 Kr 0.050000 Concrete volume 0.126 m³/m/m

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