UOWD Library

Eurocode 4 : Design of composite steel and concrete structures (Record no. 36797)

INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 0580472353
INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 0580469026
DEWEY DECIMAL CLASSIFICATION NUMBER
Call number 624.1771 EU RO
TITLE STATEMENT
Title Eurocode 4 : Design of composite steel and concrete structures
Subtitle 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
Statement of responsibility, etc British standards institution
VARYING FORM OF TITLE
Title proper/short title BS EN 1994-1-2:2005
VARYING FORM OF TITLE
Title proper/short title BS EN 1994-2:2005
PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication London
Publisher British Standards Institution
Date c2005.
PHYSICAL DESCRIPTION
Extent 90 p. ;
Other Details ill. ;
Size 30 cm.
SERIES STATEMENT
Series statement British standard
CONTENTS
Contents 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
SUMMARY
Summary 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.
SUBJECT ADDED ENTRY--TOPICAL TERM
Topical Heading Standards
SUBJECT ADDED ENTRY--TOPICAL TERM
Topical Heading Eurocode
ADDED ENTRY
Name British standards institution
SUBJECT ADDED ENTRY--TOPICAL TERM
-- 29551
SUBJECT ADDED ENTRY--TOPICAL TERM
-- 29552
ADDED ENTRY
-- 30443
Holdings
Lost status Source of classification or shelving scheme Damaged status Not for loan Permanent location Current location Shelving location Date acquired Source of acquisition Full call number Barcode Date last seen Price effective from Koha item type Public note
        University of Wollongong in Dubai University of Wollongong in Dubai Tardis 2019-10-17 SAI Global 624.1771 EU RO T0063489 2019-10-17 2019-10-17 TEACHER REF Nov2019

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