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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 1020 Fire protection and fire engineering Fig. 34.7 H-section columns in-filled with concrete have 1 hour fire resistance of fire tests have now been carried out to justify the use of 90 minutes’ fire resistance for composite slabs with standard mesh reinforcement and no additional fire protection. Guidance is given in Handbook to RS 5950: Part 8. 5 In addition, it has been determined from tests that it is unnecessary to fill the voids between the beam top flange and the floor decking for ratings up to 90 minutes, although some increase in protection thickness on the beam may be required when a trapezoidal deck is used. (See Appendix – Steelwork in fire information sheet no. 6.) 34.3.6 Eurocodes All of the methods given in this chapter are compatible with current (2001) drafts of Eurocodes:
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) I TP Structural performance in fire 1021 Table 34.1 Table 2.1 from SCI publication 186 Design of steel framed buildings without applied fire protection Column type: Fire resistance (mins) unprotected blocked-in partially partially concrete protected column column encased encased filled column unreinforced reinforced hollow Beam type: sections unprotected 15 15 15 15 15 15 beam slim floor 15 30 60 60 60 60 systems shelf angle 15 30 60 60 60 60 floor partially 15 30 60 >60 >60 >60 encased protected 15 30 60 >60 >60 >60 beam
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