Structural Steel Fire Engineering

More documents

Recommendations

Info

Failure modes– collapse of structure towards outside;– collapse of facades and fire walls towards outside;Risk ofcollapseRisk of collapse of facade elements towards the outside during the expansion phase– collapse of an adjacent cold structure – progressive collapse.Risk of progressive collapse of the load bearing structureECCS - 18 September 2008 Structural Steel Fire Engineering27
Deliverables• Design guide– illustrates possible failure modes of industrial halls– proposes methods to avoid them (calculation of displacement andtensile forces, recommendation for bracing, fire protection of beams next to firewalls and calculation of required fastening force for façade)• Software “LUCA”– Calculates maximum displacement and tensile forcesForces Displacement : The force : The that displacements will be obtained that will in stage be obtained of pull must be used toused to verify the stability of of the the cold interior part (force and located exterior wallsin the top (façades of the column). and Fire Wall)ECCS - 18 September 2008 Structural Steel Fire Engineering28
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 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: Behaviour of structure in fire• F
Page 31 and 32: Fire Safety of Industrial Hall - Fi

Structural Steel Fire Engineering

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?