Coverart for item
The Resource Design of Steel Structures : Eurocode 3 - Design of Steel Structures. Part 1-1 - General Rules and Rules for Buildings, (electronic book)

Design of Steel Structures : Eurocode 3 - Design of Steel Structures. Part 1-1 - General Rules and Rules for Buildings, (electronic book)

Label
Design of Steel Structures : Eurocode 3 - Design of Steel Structures. Part 1-1 - General Rules and Rules for Buildings
Title
Design of Steel Structures
Title remainder
Eurocode 3 - Design of Steel Structures. Part 1-1 - General Rules and Rules for Buildings
Creator
Subject
Language
eng
Summary
This book introduces the design concept of Eurocode 3 for steel structures in building construction, and their practical application. Following a discussion of the basis of design, including the limit state approach, the material standards and their use are detailed. The fundamentals of structural analysis and modeling are presented, followed by the design criteria and approaches for various types of structural members. The following chapters expand on the principles and applications of elastic and plastic design, each exemplified by the step-by-step design calculation of a braced steel-framed
Member of
Cataloging source
AU-PeEL
http://library.link/vocab/creatorName
Steelwork, ECCS - European Convention for Constructional
Dewey number
624.182
LC call number
TA684
Nature of contents
dictionaries
http://library.link/vocab/subjectName
  • Building, Iron and steel
  • Steel, Structural
Label
Design of Steel Structures : Eurocode 3 - Design of Steel Structures. Part 1-1 - General Rules and Rules for Buildings, (electronic book)
Instantiates
Publication
Carrier category
online resource
Carrier category code
  • cr
Carrier MARC source
rdacarrier
Content category
text
Content type code
  • txt
Content type MARC source
rdacontent
Contents
  • ""Cover ""; ""Title Page ""; ""Table of Contents ""; ""Foreword ""; ""Preface ""; ""Chapter 1: INTRODUCTION""; ""1.1. General Observations""; ""1.2. Codes of Practice and Normalization""; ""1.2.1. Introduction""; ""1.2.2. Eurocode 3""; ""1.2.3. Other standards""; ""1.3. Basis of Design""; ""1.3.1. Basic concepts""; ""1.3.2. Reliability management""; ""1.3.3. Basic variables""; ""1.3.3.1. Introduction""; ""1.3.3.2. Actions and environmental influences""; ""1.3.3.3. Material properties""; ""1.3.3.4. Geometrical data""; ""1.3.4. Ultimate limit states""; ""1.3.5. Serviceability limit states""
  • ""1.3.6. Durability""""1.3.7. Sustainability""; ""1.4. Materials""; ""1.4.1. Material specification""; ""1.4.2. Mechanical properties""; ""1.4.3. Toughness and through thickness properties""; ""1.4.4. Fatigue properties""; ""1.4.5. Corrosion resistance""; ""1.5. Geometric Characteristics and Tolerances""; ""Chapter 2: STRUCTURAL ANALYSIS""; ""2.1. Introduction""; ""2.2. Structural Modelling""; ""2.2.1. Introduction""; ""2.2.2. Choice of member axis""; ""2.2.3. Influence of eccentricities and supports""; ""2.2.4. Non-prismatic members and members with curved axis""
  • ""2.2.5. Influence of joints""""2.2.6. Combining beam elements together with two and three dimensional elements""; ""2.2.7. Worked examples""; ""2.3. Global Analysis of Steel Structures""; ""2.3.1. Introduction""; ""2.3.2. Structural stability of frames""; ""2.3.2.1. Introduction""; ""2.3.2.2. Elastic critical load""; ""2.3.2.3. 2nd order analysis""; ""2.3.3. Imperfections""; ""2.3.4. Worked example""; ""2.4. Classification of Cross Sections""; ""Chapter 3: DESIGN OF MEMBERS""; ""3.1. Introduction""; ""3.1.1. General""; ""3.1.2. Resistance of cross sections""; ""3.1.2.1. General criteria""
  • ""3.1.2.2. Section properties""""3.1.3. Buckling resistance of members""; ""3.2. Tension""; ""3.2.1. Behaviour in tension""; ""3.2.2. Design for tensile force""; ""3.2.3. Worked examples""; ""3.3. Laterally Restrained Beams""; ""3.3.1. Introduction""; ""3.3.2. Design for bending""; ""3.3.2.1. Elastic and plastic bending moment resistance""; ""3.3.2.2. Uniaxial bending""; ""3.3.2.3. Bi-axial bending""; ""3.3.2.4. Net area in bending""; ""3.3.3. Design for shear""; ""3.3.4. Design for combined shear and bending""; ""3.3.5. Worked examples""; ""3.4. Torsion""; ""3.4.1. Theoretical background""
  • ""3.4.1.1. Introduction""""3.4.1.2. Uniform torsion""; ""3.4.1.3. Non-uniform torsion""; ""3.4.1.4. Cross section resistance in torsion""; ""3.4.2. Design for torsion""; ""3.4.3. Worked examples""; ""3.5. Compression""; ""3.5.1. Theoretical background""; ""3.5.1.1. Introduction""; ""3.5.1.2. Elastic critical load""; ""3.5.1.3. Effect of imperfections and plasticity""; ""3.5.2. Design for compression""; ""3.5.3. Worked examples""; ""3.6. Laterally Unrestrained Beams""; ""3.6.1. Introduction""; ""3.6.2. Lateral-torsional buckling""; ""3.6.2.1. Introduction""
  • ""3.6.2.2. Elastic critical moment""
Control code
PurchEBL1603107
Dimensions
unknown
Extent
1 online resource (456 p.)
Form of item
electronic
Governing access note
There is no limit to the number of simultaneous users but there is a limit of 325 uses (cumulative between all users) in each 12 month period, from the date of purchase. Library staff are alerted when the remaining number of uses is low and will decide whether to buy another copy.Printing is restricted to 20% of the total pages of the ebook, per patron. Copying and pasting is restricted to 5% of the total pages of the ebook, per person. However, printing and copy and paste permissions in excess of this may be granted by some publishers
Isbn
9783433604243
Media category
computer
Media MARC source
rdamedia
Media type code
  • c
Specific material designation
remote
Label
Design of Steel Structures : Eurocode 3 - Design of Steel Structures. Part 1-1 - General Rules and Rules for Buildings, (electronic book)
Publication
Carrier category
online resource
Carrier category code
  • cr
Carrier MARC source
rdacarrier
Content category
text
Content type code
  • txt
Content type MARC source
rdacontent
Contents
  • ""Cover ""; ""Title Page ""; ""Table of Contents ""; ""Foreword ""; ""Preface ""; ""Chapter 1: INTRODUCTION""; ""1.1. General Observations""; ""1.2. Codes of Practice and Normalization""; ""1.2.1. Introduction""; ""1.2.2. Eurocode 3""; ""1.2.3. Other standards""; ""1.3. Basis of Design""; ""1.3.1. Basic concepts""; ""1.3.2. Reliability management""; ""1.3.3. Basic variables""; ""1.3.3.1. Introduction""; ""1.3.3.2. Actions and environmental influences""; ""1.3.3.3. Material properties""; ""1.3.3.4. Geometrical data""; ""1.3.4. Ultimate limit states""; ""1.3.5. Serviceability limit states""
  • ""1.3.6. Durability""""1.3.7. Sustainability""; ""1.4. Materials""; ""1.4.1. Material specification""; ""1.4.2. Mechanical properties""; ""1.4.3. Toughness and through thickness properties""; ""1.4.4. Fatigue properties""; ""1.4.5. Corrosion resistance""; ""1.5. Geometric Characteristics and Tolerances""; ""Chapter 2: STRUCTURAL ANALYSIS""; ""2.1. Introduction""; ""2.2. Structural Modelling""; ""2.2.1. Introduction""; ""2.2.2. Choice of member axis""; ""2.2.3. Influence of eccentricities and supports""; ""2.2.4. Non-prismatic members and members with curved axis""
  • ""2.2.5. Influence of joints""""2.2.6. Combining beam elements together with two and three dimensional elements""; ""2.2.7. Worked examples""; ""2.3. Global Analysis of Steel Structures""; ""2.3.1. Introduction""; ""2.3.2. Structural stability of frames""; ""2.3.2.1. Introduction""; ""2.3.2.2. Elastic critical load""; ""2.3.2.3. 2nd order analysis""; ""2.3.3. Imperfections""; ""2.3.4. Worked example""; ""2.4. Classification of Cross Sections""; ""Chapter 3: DESIGN OF MEMBERS""; ""3.1. Introduction""; ""3.1.1. General""; ""3.1.2. Resistance of cross sections""; ""3.1.2.1. General criteria""
  • ""3.1.2.2. Section properties""""3.1.3. Buckling resistance of members""; ""3.2. Tension""; ""3.2.1. Behaviour in tension""; ""3.2.2. Design for tensile force""; ""3.2.3. Worked examples""; ""3.3. Laterally Restrained Beams""; ""3.3.1. Introduction""; ""3.3.2. Design for bending""; ""3.3.2.1. Elastic and plastic bending moment resistance""; ""3.3.2.2. Uniaxial bending""; ""3.3.2.3. Bi-axial bending""; ""3.3.2.4. Net area in bending""; ""3.3.3. Design for shear""; ""3.3.4. Design for combined shear and bending""; ""3.3.5. Worked examples""; ""3.4. Torsion""; ""3.4.1. Theoretical background""
  • ""3.4.1.1. Introduction""""3.4.1.2. Uniform torsion""; ""3.4.1.3. Non-uniform torsion""; ""3.4.1.4. Cross section resistance in torsion""; ""3.4.2. Design for torsion""; ""3.4.3. Worked examples""; ""3.5. Compression""; ""3.5.1. Theoretical background""; ""3.5.1.1. Introduction""; ""3.5.1.2. Elastic critical load""; ""3.5.1.3. Effect of imperfections and plasticity""; ""3.5.2. Design for compression""; ""3.5.3. Worked examples""; ""3.6. Laterally Unrestrained Beams""; ""3.6.1. Introduction""; ""3.6.2. Lateral-torsional buckling""; ""3.6.2.1. Introduction""
  • ""3.6.2.2. Elastic critical moment""
Control code
PurchEBL1603107
Dimensions
unknown
Extent
1 online resource (456 p.)
Form of item
electronic
Governing access note
There is no limit to the number of simultaneous users but there is a limit of 325 uses (cumulative between all users) in each 12 month period, from the date of purchase. Library staff are alerted when the remaining number of uses is low and will decide whether to buy another copy.Printing is restricted to 20% of the total pages of the ebook, per patron. Copying and pasting is restricted to 5% of the total pages of the ebook, per person. However, printing and copy and paste permissions in excess of this may be granted by some publishers
Isbn
9783433604243
Media category
computer
Media MARC source
rdamedia
Media type code
  • c
Specific material designation
remote

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