Structural Steel Fire Engineering

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Test resultsR > 120 minutesVertical displacement [mm]50045040035030025020015010050045cm0 90 180 270 360 450 540 630 720 810 900Time [min]34cmRebars: 300 °C300 °CDeformed shape 1040 °CECCS - 18 September 2008 Structural Steel Fire Engineering21
Membrane effect highlighted by an academic example0Time [min]0 20 40 60 80 100 12065h-0.2Deflection [m]-0.4-0.6-0.8-1-1.2ffFire resistance of secondary beams calculated as single elementsEC4 Fire partCritical temperature = 608 °CFire resistance = 16’SAFIR SimulationFire resistance = 20’ECCS - 18 September 2008 Structural Steel Fire Engineering22
Page 3 and 4: Multi-storey buildings‣ Steel mar
Page 5 and 6: Classical approach based on ISO-834
Page 7 and 8: Classical approach based on ISO-834
Page 9 and 10: Fire Engineering approachTemperatur
Page 11 and 12: OzoneNatural Fire calculation accor
Page 13 and 14: ’Fire Safety Engineering’ appli
Page 15 and 16: The “structural fire safety engin
Page 17 and 18: FRACOFFire Resistance Assessment of
Page 19 and 20: FRACOFProtected NakedR f = 20 minsu
Page 21: FRACOF TESTabout 80 people fromAuth
Page 25 and 26: Single storey buildings‣ High pot
Page 27 and 28: Behaviour of structure in fire• F
Page 29 and 30: Deliverables• Design guide- illus
Page 31 and 32: Fire Safety of Industrial Hall - Fi

Structural Steel Fire Engineering

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