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Steel Designers' Manual 7th edition [Pehme köide]

  • Formaat: Paperback / softback, 1408 pages, kõrgus x laius x paksus: 244x173x56 mm, kaal: 2132 g
  • Ilmumisaeg: 22-Jan-2016
  • Kirjastus: Wiley-Blackwell
  • ISBN-10: 1119249864
  • ISBN-13: 9781119249863
Teised raamatud teemal:
  • Formaat: Paperback / softback, 1408 pages, kõrgus x laius x paksus: 244x173x56 mm, kaal: 2132 g
  • Ilmumisaeg: 22-Jan-2016
  • Kirjastus: Wiley-Blackwell
  • ISBN-10: 1119249864
  • ISBN-13: 9781119249863
Teised raamatud teemal:
"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"--

In 2010 the then current European national standards for building and construction were replaced by the EN Eurocodes, a set of pan-European model building codes developed by the European Committee for Standardization.

In 2010 the then current European national standards for building and construction were replaced by the EN Eurocodes, a set of pan-European model building codes developed by the European Committee for Standardization. The Eurocodes are a series of 10 European Standards (EN 1990 – EN 1999) that provide a common approach for the design of buildings, other civil engineering works and construction products. The design standards embodied in these Eurocodes will be used for all European public works and are set to become the de-facto standard for the private sector in Europe, with probable adoption in many other countries.

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 of theSteel Designers' Manual 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 so-called Eurocode 3).

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(1)
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(6)
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(18)
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(12)
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(1)
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(7)
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(6)
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(23)
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(2)
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(1)
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(2)
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(1)
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(1)
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(3)
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(1)
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(1)
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(16)
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(7)
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(2)
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(1)
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(2)
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(2)
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(5)
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(1)
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(1)
References to
Chapter 26
810(2)
27 Joint design and simple connections
812(56)
27.1 Introduction
812(8)
27.2 Simple connections
820(22)
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(1)
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(2)
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(1)
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(2)
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(18)
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(3)
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(1)
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(1)
References to
Chapter 35
1078(3)
Worked example
1081(7)
36 Corrosion and corrosion prevention
1088(23)
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(1)
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.