Structural Steel Fire Engineering

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Classical approach amongst “structural fire safety engineering”methods - Eurocodes 1, 3 and 4Prescriptivestandard firePerformance basednatural fireclassificationfire safety eng.fire safety eng.fire safety eng.ECCS - 18 September 2008 Structural Steel Fire Engineering3
Classical approach based on ISO-834 heating curveθ [°C]12001000800The ISO curve* has to be considered in the WHOLE compartment, even ifthe compartment is huge600ISOISOISOISOISO400ISOISOISO2000* never goes DOWN* does not consider the PRE-FLASHOVER phase* does not depend on FIRE LOAD and VENTILATIONCONDITIONS0 30 6090 120 180Time [min]ECCS - 18 September 2008 Structural Steel Fire Engineering4
Page 3: Multi-storey buildings‣ Steel mar
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 and 22: FRACOF TESTabout 80 people fromAuth
Page 23 and 24: Membrane effect highlighted by an a
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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