000			02942 a2200229 4500
999			_c36797 _d36797
008			191103b xxu||||| |||| 00| 0 eng d
020			_a0580472353
020			_a0580469026
082			_a624.1771 EU RO
245			_aEurocode 4 : Design of composite steel and concrete structures _bPart 1-2 : general rules - structural fire design : Eurocode 4 :Design of composite steel and concrete structures General rules and rules for bridges - Part 2 _cBritish standards institution
246			_aBS EN 1994-1-2:2005
246			_aBS EN 1994-2:2005
260			_aLondon _bBritish Standards Institution _cc2005.
300			_a90 p. ; _bill. ; _c30 cm.
490			_aBritish standard
505			_aForeword Section 1 - General Section 2 - Basis of design Section 3 - Material properties Section 4 - Design procedures Section 5 - Constructional details Annex A (INFORMATIVE) - Stress-strain relationships at elevated temperatures for structural steels Annex B (INFORMATIVE) - Stress-strain relationships at elevated temperatures for concrete with siliceous aggregate Annex C (INFORMATIVE) - Concrete stress-strain relationships adapted to natural fires with a decreasing heating branch for use in advanced calculation models Annex D (INFORMATIVE) - Model for the calculation of the fire resistance of unprotected composite slabs exposed to fire beneath the slab according to the standard temperature-time curve Annex E (INFORMATIVE) - Model for the calculation of the sagging and hogging moment resistances of a steel beam connected to a concrete slab and exposed to fire beneath the concrete slab Annex F (INFORMATIVE) - Model for the calculation of the sagging and hogging moment resistances of a partially encased steel beam connected to a concrete slab and exposed to fire beneath the concrete slab according to the standard temperature-time curve Annex G (INFORMATIVE) - Balanced summation model for the calculation of the fire resistance of composite columns with partially encased steel sections, for bending around the weak axis, exposed to fire all around the column according to the standard temperature-time curve Annex H (INFORMATIVE) - Simple calculation model for concrete filled hollow sections exposed to fire all around the column according to the standard temperature-time curve Annex I (INFORMATIVE) - Planning and evaluation of experimental models
520			_aProvides principles and application rules (see EN 1991-1-2) for designing structures for specified requirements in respect of the aforementioned functions and the levels of performance.
650			_aStandards _929551
650			_aEurocode _929552
700			_aBritish standards institution _930443
942			_cREGULAR