The Resource Design of Steel Structures : Eurocode 3  Design of Steel Structures. Part 11  General Rules and Rules for Buildings, (electronic book)
Design of Steel Structures : Eurocode 3  Design of Steel Structures. Part 11  General Rules and Rules for Buildings, (electronic book)
Resource Information
The item Design of Steel Structures : Eurocode 3  Design of Steel Structures. Part 11  General Rules and Rules for Buildings, (electronic book) represents a specific, individual, material embodiment of a distinct intellectual or artistic creation found in University of Liverpool.This item is available to borrow from 1 library branch.
Resource Information
The item Design of Steel Structures : Eurocode 3  Design of Steel Structures. Part 11  General Rules and Rules for Buildings, (electronic book) represents a specific, individual, material embodiment of a distinct intellectual or artistic creation found in University of Liverpool.
This item is available to borrow from 1 library branch.
 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 stepbystep design calculation of a braced steelframed
 Language
 eng
 Extent
 1 online resource (456 p.)
 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. Nonprismatic 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. Biaxial 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. Nonuniform 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. Lateraltorsional buckling""; ""3.6.2.1. Introduction""
 ""3.6.2.2. Elastic critical moment""
 Isbn
 9783433604243
 Label
 Design of Steel Structures : Eurocode 3  Design of Steel Structures. Part 11  General Rules and Rules for Buildings
 Title
 Design of Steel Structures
 Title remainder
 Eurocode 3  Design of Steel Structures. Part 11  General Rules and Rules for Buildings
 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 stepbystep design calculation of a braced steelframed
 Cataloging source
 AUPeEL
 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 11  General Rules and Rules for Buildings, (electronic book)
 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. Nonprismatic 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. Biaxial 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. Nonuniform 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. Lateraltorsional 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 11  General Rules and Rules for Buildings, (electronic book)
 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. Nonprismatic 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. Biaxial 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. Nonuniform 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. Lateraltorsional 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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<div class="citation" vocab="http://schema.org/"><i class="fa faexternallinksquare fafw"></i> Data from <span resource="http://link.liverpool.ac.uk/portal/DesignofSteelStructuresEurocode3Design/YVphU8vtk/" typeof="Book http://bibfra.me/vocab/lite/Item"><span property="name http://bibfra.me/vocab/lite/label"><a href="http://link.liverpool.ac.uk/portal/DesignofSteelStructuresEurocode3Design/YVphU8vtk/">Design of Steel Structures : Eurocode 3  Design of Steel Structures. Part 11  General Rules and Rules for Buildings, (electronic book)</a></span>  <span property="potentialAction" typeOf="OrganizeAction"><span property="agent" typeof="LibrarySystem http://library.link/vocab/LibrarySystem" resource="http://link.liverpool.ac.uk/"><span property="name http://bibfra.me/vocab/lite/label"><a property="url" href="http://link.liverpool.ac.uk/">University of Liverpool</a></span></span></span></span></div>