Eurocode 4 : Design of composite steel and concrete structures Part 1-2 : general rules - structural fire design : Eurocode 4 :Design of composite steel and concrete structures General rules and rules for bridges - Part 2
Title By: British standards institution
Series: British standard.Publisher: London British Standards Institution c2005.Description: 90 p. ; ill. ; 30 cm.ISBN: 0580472353; 0580469026Other title: BS EN 1994-1-2:2005 | BS EN 1994-2:2005.Subject(s): Standards | EurocodeDDC classification: 624.1771 EU RO| Item type | Home library | Call number | Status | Notes | Date due | Barcode | Item holds |
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| TEACHER REF | University of Wollongong in Dubai Tardis | 624.1771 EU RO (Browse shelf) | Available | Nov2019 | T0063489 |
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| 624.1771 EU RO Eurocode - Basis of structural design | 624.1771 EU RO Eurocode 6 : Design of masonry structures | 624.1771 EU RO Eurocode 6 : Design of masonry structures | 624.1771 EU RO Eurocode 4 : Design of composite steel and concrete structures | 624.1771 EU RO Eurocode 3 : Design of steel structures : | 624.1771 EU RO Eurocode 9 : Design of aluminium structures : | 624.1771 EU RO Eurocode 8 : Design of structures for earthquake resistance : |
Foreword
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
Provides 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.