11.16 - Negative Reinforcement Tables 60-120 Minutes

Other fire rating for live loadings of 1.5kPa, 3.0kPa, 4.0kpa and 5.0kPa are included within the appendix of this manual and include :

1.5kPa Loading
Fig. 9A End Span - 60 min FRR - 1.5 kPa
Fig. 9B Interior Span - 60 min FRR - 1.5 kPa
Fig. 9C  End Span - 90 min FRR - 1.5 kPa
Fig. 9D Interior Span - 90 min FRR - 1.5 kPa
3.0kPa Loading
Fig.10A End Span - 60 min FRR - 3.0 kPa
Fig.10B Interior Span - 60 min FRR - 3.0 kPa
Fig.10C End Span - 90 min FRR - 3.0 kPa
Fig.10D Interior Span - 90 min FRR - 3.0 kPa

4.0kPa Loading
Fig.11A  End Span - 60 min FRR - 4.0 kPa
Fig.11B  Interior Span - 60 min FRR - 4.0 kPa
Fig.11C  End Span - 90 min FRR - 4.0 kPa
Fig.11D  Interior Span - 90 min FRR - 4.0 kPa
Fig.11E  End Span - 120 min FRR - 4.0 kPa
Fig.11F  Interior Span - 120 min FRR - 4.0 kPa
   5.0kPa Loading
       Fig.12A  End Span - 60 min FRR - 5.0 kPa
       Fig.12B  Interior Span - 60 min FRR - 5.0 kPa
       Fig.12C  End Span - 90 min FRR - 5.0 kPa
       Fig.12D  Interior Span - 90 min FRR - 5.0 kPa

11.0 fire design

11.1 scope of manual - fire engineering requirements of buildings

11.2 scope of manual - fire resistance calculation of tray flooring

11.3 fire rating requirements

11.4 fire rating of floors

11.5 structural fire models

11.6 mezzanines as intermediate floors (model type 4)

11.7 compliance with fire resistance requirements

11.8 - 30 minute fire rated composite floor

11.9 positive reinforced fire rated slabs

11.10 negatively reinforced fire rated slabs

11.11 negative reinforcement calculation

11.12 “slab specification” with regard to negative reinforcement calculation

11.13 loadings used in negative reinforcement tables

11.14 live loadings / fire ratings used 

11.15 negative reinforcement tables

11.16 negative reinforcement tables 60 - 120 minutes

11.17 reading negative reinforcing tables