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E-raamat: Steel Designers' Manual

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  • Keel: eng
  • ISBN-13: 9781444344851
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  • Formaat: EPUB+DRM
  • Ilmumisaeg: 15-Dec-2011
  • Kirjastus: Wiley-Blackwell (an imprint of John Wiley & Sons Ltd)
  • Keel: eng
  • ISBN-13: 9781444344851
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"This classic manual on structural steelwork design was first published in 1955, since when it has sold many tens of thousands of copies worldwide. For the seventh edition all chapters have been comprehensively reviewed, revised to ensure they reflect current approaches and best practice, and brought in to compliance with EN 1993: Design of Steel Structures. The Steel Designers' Manual continues to provide, in one volume, the essential knowledge for the design of conventional steelwork. Key Features: Fully revised to comply with the new EUROCODE standards Packed full of tables, analytical design information and worked examples Contributors number leading academics, consulting engineers and fabricators 'A must for anyone involved in steel design' - Journal of Constructional Steel Research"--

Provided by publisher.

This classic manual on structural steelwork design was first published in 1955, since when it has sold many tens of thousands of copies worldwide. For the seventh edition all chapters have been comprehensively reviewed, revised to ensure they reflect current approaches and best practice, and brought in to compliance with EN 1993: Design of Steel Structures.

The Steel Designers’ Manual continues to provide, in one volume, the essential knowledge for the design of conventional steelwork.

Key Features:

  • Fully revised to comply with the new EUROCODE standards
  • Packed full of tables, analytical design information and worked examples
  • Contributors number leading academics, consulting engineers and fabricators
  • 'A must for anyone involved in steel design' - Journal of Constructional Steel Research
    • Introduction to the seventh edition xv
    Contributors xix
    Introduction
    1 Introduction - designing to the Eurocodes
    		1(9)
    1.1 Introduction
    		1(1)
    1.2 Creation of the Eurocodes
    		2(1)
    1.3 Structure of the Eurocodes
    		2(3)
    1.4 Non-contradictory complementary information - NCCI
    		5(1)
    1.5 Implementation in the UK
    		5(1)
    1.6 Benefits of designing to the Eurocodes
    		6(1)
    1.7 Industry support for the introduction of the Eurocodes
    		7(1)
    1.8 Conclusions
    		8(2)
    2 Integrated design for successful steel construction
    		10(25)
    2.1 Client requirements for whole building performance, value and impact
    		10(9)
    2.2 Design for sustainability
    		19(8)
    2.3 Design for overall economy
    		27(6)
    2.4 Conclusions
    		33(2)
    References to
    Chapter 2
    		34(1)
    3 Loading to the Eurocodes
    		35(30)
    3.1 Imposed loads
    		35(3)
    3.2 Imposed loads on roofs
    		38(1)
    3.3 Snow loads
    		39(13)
    3.4 Accidental actions
    		52(2)
    3.5 Combinations of actions
    		54(11)
    References to
    Chapter 3
    		60(1)
    Worked example
    		61(4)
    DESIGN SYNTHESIS
    4 Single-storey buildings
    		65(69)
    4.1 The roles for steel in single-storey buildings
    		65(1)
    4.2 Design for long term performance
    		66(4)
    4.3 Anatomy of structure
    		70(8)
    4.4 Loading
    		78(2)
    4.5 Common types of primary frame
    		80(10)
    4.6 Preliminary design of portal frames
    		90(11)
    4.7 Bracing
    		101(8)
    4.8 Design of portal frames to BS EN 1993-1-1
    		109(25)
    References to
    Chapter 4
    		127(1)
    Worked example
    		128(6)
    5 Multi-storey buildings
    		134(37)
    5.1 Introduction
    		134(1)
    5.2 Costs and construction programme
    		135(2)
    5.3 Understanding the design brief
    		137(3)
    5.4 Structural arrangements to resist sway
    		140(10)
    5.5 Stabilising systems
    		150(4)
    5.6 Columns
    		154(3)
    5.7 Floor systems
    		157(14)
    References to
    Chapter 5
    		169(2)
    6 Industrial steelwork
    		171(36)
    6.1 Introduction
    		171(10)
    6.2 Anatomy of structure
    		181(14)
    6.3 Loading
    		195(6)
    6.4 Thermal effects
    		201(1)
    6.5 Crane girder/lifting beam design
    		202(2)
    6.6 Structure in its wider context
    		204(3)
    References to
    Chapter 6
    		205(1)
    Further reading for
    Chapter 6
    		205(2)
    7 Special steel structures
    		207(31)
    7.1 Introduction
    		207(1)
    7.2 Space frame structures: 3-dimensional grids based on regular solids
    		208(2)
    7.3 Lightweight tension steel cable structures
    		210(9)
    7.4 Lightweight compression steel structures
    		219(7)
    7.5 Steel for stadiums
    		226(2)
    7.6 Information and process in the current digital age - the development of technology
    		228(10)
    References to
    Chapter 7
    		235(1)
    Further reading for
    Chapter 7
    		236(2)
    8 Light steel structures and modular construction
    		238(33)
    8.1 Introduction
    		238(4)
    8.2 Building applications
    		242(3)
    8.3 Benefits of light steel construction
    		245(3)
    8.4 Light steel building elements
    		248(4)
    8.5 Modular construction
    		252(5)
    8.6 Hybrid construction
    		257(3)
    8.7 Structural design issues
    		260(4)
    8.8 Non-structural design issues
    		264(7)
    References to
    Chapter 8
    		270(1)
    9 Secondary steelwork
    		271(34)
    9.1 Introduction
    		271(1)
    9.2 Issues for consideration
    		271(9)
    9.3 Applications
    		280(25)
    References to
    Chapter 9
    		303(2)
    APPLIED METALLURGY
    10 Applied metallurgy of steel
    		305(26)
    10.1 Introduction
    		305(1)
    10.2 Chemical composition
    		306(3)
    10.3 Heat treatment
    		309(6)
    10.4 Manufacture and effect on properties
    		315(4)
    10.5 Engineering properties and mechanical tests
    		319(2)
    10.6 Fabrication effects and service performance
    		321(6)
    10.7 Summary
    		327(4)
    References to
    Chapter 10
    		329(1)
    Further reading for
    Chapter 10
    		330(1)
    11 Failure processes
    		331(28)
    11.1 Fracture
    		331(4)
    11.2 Linear elastic fracture mechanics
    		335(2)
    11.3 Elastic-plastic fracture mechanics
    		337(3)
    11.4 Materials testing for fracture properties
    		340(3)
    11.5 Fracture-safe design
    		343(2)
    11.6 Fatigue
    		345(11)
    11.7 Final comments
    		356(3)
    References to
    Chapter 11
    		357(1)
    Further reading for
    Chapter 11
    		358(1)
    ANALYSIS
    12 Analysis
    		359(71)
    12.1 Introduction
    		359(1)
    12.2 The basics
    		360(4)
    12.3 Analysis and design
    		364(4)
    12.4 Analysis by hand
    		368(3)
    12.5 Analysis by software
    		371(10)
    12.6 Analysis of multi-storey buildings
    		381(10)
    12.7 Portal frame buildings
    		391(13)
    12.8 Special structural members
    		404(21)
    12.9 Very important issues
    		425(5)
    References to
    Chapter 12
    		427(3)
    13 Structural vibration
    		430(24)
    13.1 Introduction
    		430(2)
    13.2 Causes of vibration
    		432(1)
    13.3 Perception of vibration
    		433(3)
    13.4 Types of response
    		436(1)
    13.5 Determining the modal properties
    		437(6)
    13.6 Calculating vibration response
    		443(6)
    13.7 Acceptability criteria
    		449(1)
    13.8 Practical considerations
    		450(2)
    13.9 Synchronised crowd activities
    		452(2)
    References to
    Chapter 13
    		452(2)
    ELEMENT DESIGN
    14 Local buckling and cross-section classification
    		454(10)
    14.1 Introduction
    		454(3)
    14.2 Cross-sectional dimensions and moment-rotation behaviour
    		457(4)
    14.3 Effect of moment-rotation behaviour on approach to design and analysis
    		461(1)
    14.4 Classification table
    		462(1)
    14.5 Economic factors
    		462(2)
    References to
    Chapter 14
    		463(1)
    15 Tension members
    		464(13)
    15.1 Introduction
    		464(1)
    15.2 Types of tension member
    		464(1)
    15.3 Design for axial tension
    		465(3)
    15.4 Combined bending and tension
    		468(3)
    15.5 Eccentricity of end connections
    		471(1)
    15.6 Other considerations
    		472(1)
    15.7 Cables
    		473(4)
    Further reading for
    Chapter 15
    		476(1)
    16 Columns and struts
    		477(26)
    16.1 Introduction
    		477(1)
    16.2 Common types of member
    		477(1)
    16.3 Design considerations
    		478(2)
    16.4 Cross-sectional considerations
    		480(4)
    16.5 Column buckling resistance
    		484(2)
    16.6 Torsional and flexural-torsional buckling
    		486(1)
    16.7 Effective (buckling) lengths Lcr
    		487(6)
    16.8 Special types of strut
    		493(3)
    16.9 Economic points
    		496(7)
    References to
    Chapter 16
    		497(1)
    Further reading for
    Chapter 16
    		497(1)
    Worked example
    		498(5)
    17 Beams
    		503(30)
    17.1 Introduction
    		503(1)
    17.2 Common types of beam
    		503(3)
    17.3 Cross-section classification and moment resistance Mc,Rd
    		506(1)
    17.4 Basic design
    		507(6)
    17.5 Laterally unrestrained beams
    		513(7)
    17.6 Beams with web openings
    		520(13)
    References to
    Chapter 17
    		521(1)
    Worked example
    		522(11)
    18 Plate girders
    		533(30)
    18.1 Introduction
    		533(1)
    18.2 Advantages and disadvantages
    		533(1)
    18.3 Initial choice of cross-section for plate girders
    		534(2)
    18.4 Design of plate girders to BS EN 1993-1-5
    		536(27)
    References to
    Chapter 18
    		552(1)
    Worked example
    		553(10)
    19 Members with compression and moments
    		563(37)
    19.1 Occurrence of combined loading
    		563(1)
    19.2 Types of response - interaction
    		564(6)
    19.3 Effect of moment gradient loading
    		570(4)
    19.4 Selection of type of cross-section
    		574(1)
    19.5 Basic design procedure to Eurocode 3
    		575(2)
    19.6 Special design methods for members in portal frames
    		577(23)
    References to
    Chapter 19
    		584(1)
    Further reading for
    Chapter 19
    		585(1)
    Worked example
    		586(14)
    20 Trusses
    		600(23)
    20.1 Introduction
    		600(1)
    20.2 Types of truss
    		600(2)
    20.3 Guidance on overall concept
    		602(1)
    20.4 Selection of elements and connections
    		603(1)
    20.5 Analysis of trusses
    		604(3)
    20.6 Detailed design considerations for elements
    		607(2)
    20.7 Bracing
    		609(1)
    20.8 Rigid-jointed Vierendeel girders
    		610(13)
    References to
    Chapter 20
    		612(1)
    Worked example
    		613(10)
    21 Composite slabs
    		623(24)
    21.1 Definition
    		623(1)
    21.2 General description
    		623(3)
    21.3 Design for the construction condition
    		626(2)
    21.4 Design of composite slabs
    		628(5)
    21.5 Design for shear and concentrated loads
    		633(2)
    21.6 Tests on composite slabs
    		635(1)
    21.7 Serviceability limits and crack control
    		636(2)
    21.8 Shrinkage and creep
    		638(1)
    21.9 Fire resistance
    		639(8)
    References for
    Chapter 21
    		640(1)
    Worked example
    		641(6)
    22 Composite beams
    		647(54)
    22.1 Introduction
    		647(2)
    22.2 Material properties
    		649(2)
    22.3 Composite beams
    		651(3)
    22.4 Plastic analysis of composite section
    		654(4)
    22.5 Shear resistance
    		658(1)
    22.6 Shear connection
    		659(5)
    22.7 Full and partial shear connection
    		664(5)
    22.8 Transverse reinforcement
    		669(3)
    22.9 Primary beams and edge beams
    		672(1)
    22.10 Continuous composite beams
    		673(2)
    22.11 Serviceability limit states
    		675(5)
    22.12 Design tables for composite beams
    		680(21)
    References to
    Chapter 22
    		682(2)
    Worked example
    		684(17)
    23 Composite columns
    		701(32)
    23.1 Introduction
    		701(1)
    23.2 Design of composite columns
    		702(2)
    23.3 Simplified design method
    		704(14)
    23.4 Illustrative examples of design of composite columns
    		718(2)
    23.5 Longitudinal and transverse shear forces
    		720(13)
    References to
    Chapter 23
    		722(1)
    Worked example
    		723(10)
    24 Design of light gauge steel elements
    		733(36)
    24.1 Introduction
    		733(3)
    24.2 Section properties
    		736(5)
    24.3 Local buckling
    		741(3)
    24.4 Distortional buckling
    		744(4)
    24.5 Design of compression members
    		748(3)
    24.6 Design of members in bending
    		751(18)
    References to
    Chapter 24
    		756(1)
    Worked example
    		757(12)
    CONNECTION DESIGN
    25 Bolting assemblies
    		769(16)
    25.1 Types of structural bolting assembly
    		769(2)
    25.2 Methods of tightening and their application
    		771(1)
    25.3 Geometric considerations
    		772(2)
    25.4 Methods of analysis of bolt groups
    		774(4)
    25.5 Design strengths
    		778(5)
    25.6 Tables of resistance
    		783(2)
    References to
    Chapter 25
    		783(1)
    Further reading for
    Chapter 25
    		784(1)
    26 Welds and design for welding
    		785(27)
    26.1 Advantages of welding
    		785(1)
    26.2 Ensuring weld quality and properties by the use of standards
    		786(6)
    26.3 Recommendations for cost reduction
    		792(5)
    26.4 Welding processes
    		797(6)
    26.5 Geometric considerations
    		803(1)
    26.6 Methods of analysis of weld groups
    		804(3)
    26.7 Design strengths
    		807(2)
    26.8 Concluding remarks
    		809(3)
    References to
    Chapter 26
    		810(2)
    27 Joint design and simple connections
    		812(56)
    27.1 Introduction
    		812(8)
    27.2 Simple connections
    		820(48)
    References to
    Chapter 27
    		842(2)
    Worked example
    		844(24)
    28 Design of moment connections
    		868(17)
    28.1 Introduction
    		868(1)
    28.2 Design philosophy
    		869(1)
    28.3 Tension zone
    		870(6)
    28.4 Compression zone
    		876(2)
    28.5 Shear zone
    		878(1)
    28.6 Stiffeners
    		879(1)
    28.7 Design moment of resistance of end-plate joints
    		879(3)
    28.8 Rotational stiffness and rotation capacity
    		882(1)
    28.9 Summary
    		883(2)
    References to
    Chapter 28
    		883(2)
    FOUNDATIONS
    29 Foundations and holding-down systems
    		885(31)
    29.1 Types of foundation
    		885(2)
    29.2 Design of foundations
    		887(4)
    29.3 Fixed and pinned column bases
    		891(1)
    29.4 Pinned column bases - axially loaded I-section columns
    		891(11)
    29.5 Design of fixed column bases
    		902(4)
    29.6 Holding-down systems
    		906(10)
    References to
    Chapter 29
    		908(1)
    Further reading for
    Chapter 29
    		909(1)
    Worked example
    		910(6)
    30 Steel piles and steel basements
    		916(43)
    30.1 Introduction
    		916(1)
    30.2 Types of steel piles
    		916(4)
    30.3 Geotechnical uncertainty
    		920(3)
    30.4 Choosing a steel basement
    		923(6)
    30.5 Detailed basement design: Introduction
    		929(5)
    30.6 Detailed basement designs: Selection of soil parameters
    		934(3)
    30.7 Detailed basement design: Geotechnical analysis
    		937(6)
    30.8 Detailed basement design: Structural design
    		943(6)
    30.9 Other design details
    		949(1)
    30.10 Constructing a steel basement: Pile installation techniques
    		950(3)
    30.11 Specification and site control
    		953(2)
    30.12 Movement and monitoring
    		955(4)
    References to
    Chapter 30
    		956(1)
    Further reading for
    Chapter 30
    		957(2)
    CONSTRUCTION
    31 Design for movement in structures
    		959(11)
    31.1 Introduction
    		959(2)
    31.2 Effects of temperature variation
    		961(1)
    31.3 Spacing of expansion joints
    		962(1)
    31.4 Design for movement in typical single-storey industrial steel buildings
    		962(2)
    31.5 Design for movement in typical multi-storey buildings
    		964(1)
    31.6 Treatment of movement joints
    		965(2)
    31.7 Use of special bearings
    		967(3)
    References to
    Chapter 31
    		969(1)
    32 Tolerances
    		970(32)
    32.1 Introduction
    		970(2)
    32.2 Standards
    		972(2)
    32.3 Implications of tolerances
    		974(2)
    32.4 Fabrication tolerances
    		976(6)
    32.5 Erection tolerances
    		982(20)
    References to
    Chapter 32
    		1000(1)
    Further reading for
    Chapter 32
    		1000(2)
    33 Fabrication
    		1002(22)
    33.1 Introduction
    		1002(1)
    33.2 Economy of fabrication
    		1002(7)
    33.3 Welding
    		1009(1)
    33.4 Bolting
    		1009(3)
    33.5 Cutting
    		1012(4)
    33.6 Handling and routeing of steel
    		1016(4)
    33.7 Quality management
    		1020(4)
    References to
    Chapter 33
    		1023(1)
    Further reading for
    Chapter 33
    		1023(1)
    34 Erection
    		1024(33)
    34.1 Introduction
    		1024(1)
    34.2 Method statements, regulations and documentation
    		1025(1)
    34.3 Planning
    		1026(3)
    34.4 Site practices
    		1029(6)
    34.5 Site fabrication and modifications
    		1035(2)
    34.6 Steel decking and shear connectors
    		1037(1)
    34.7 Cranes and craneage
    		1038(10)
    34.8 Safety
    		1048(7)
    34.9 Accidents
    		1055(2)
    References to
    Chapter 34
    		1056(1)
    Further reading for
    Chapter 34
    		1056(1)
    35 Fire protection and fire engineering
    		1057(31)
    35.1 Introduction
    		1057(1)
    35.2 Building regulations
    		1057(1)
    35.3 Fire engineering design codes
    		1058(4)
    35.4 Structural performance in fire
    		1062(10)
    35.5 Fire protection materials
    		1072(1)
    35.6 Advanced fire engineering
    		1073(5)
    35.7 Selection of an appropriate approach to fire protection and fire engineering for specific buildings
    		1078(10)
    References to
    Chapter 35
    		1078(3)
    Worked example
    		1081(7)
    36 Corrosion and corrosion prevention
    		1088(22)
    36.1 Introduction
    		1088(1)
    36.2 General corrosion
    		1089(1)
    36.3 Other forms of corrosion
    		1090(1)
    36.4 Corrosion rates
    		1091(1)
    36.5 Effect of the environment
    		1091(1)
    36.6 Design and corrosion
    		1092(1)
    36.7 Surface preparation
    		1093(2)
    36.8 Metallic coatings
    		1095(2)
    36.9 Paint coatings
    		1097(4)
    36.10 Application of paints
    		1101(1)
    36.11 Weather-resistant steels
    		1102(2)
    36.12 The protective treatment specification
    		1104(6)
    Relevant standards
    		1107(3)
    Appendix
    		1110(241)
    Steel technology
    Elastic properties
    		1111(1)
    European standards for structural steels
    		1112(3)
    Design theory
    Bending moment, shear and deflection
    		1115(28)
    Second moments of area
    		1143(8)
    Geometrical properties of plane sections
    		1151(3)
    Plastic moduli
    		1154(3)
    Formulae for rigid frames
    		1157(18)
    Design of elements and connections
    Explanatory notes on section dimensions and properties
    		1175(18)
    Tables of dimensions and gross section properties
    		1193(66)
    Bolt and Weld Data for S275
    		1259(15)
    Bolt and Weld Data for S355
    		1274(15)
    Eurocodes
    Extracts from Concise Eurocodes
    		1289(20)
    Floors
    Floor plates
    		1309(3)
    Construction
    Fire resistance
    		1312(20)
    Section factors for fire design
    		1332(5)
    Corrosion resistance
    		1337(3)
    Standards
    British and European Standards for steelwork
    		1340(11)
    Index 1351
    The Steel Construction Institute (SCI) is the leading, independent provider of technical expertise and disseminator of best practice to the steel construction sector. Buick Davidson is a Senior Lecturer in the Department of Civil and Structural Engineering at the University of Sheffield. Graham Owens was, until recently, Director of the SCI and he is now a consultant for the SCI.
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