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Behaviour and Design of Steel Structures to BS 5950 3rd New edition [Pehme köide]

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(University of Sydney, Australia), (Imperial College London, UK), (University of New South Wales, Australia)
  • Formaat: Paperback / softback, 488 pages, kõrgus x laius: 234x156 mm, kaal: 680 g
  • Ilmumisaeg: 19-Jul-2001
  • Kirjastus: Spon Press
  • ISBN-10: 0419238204
  • ISBN-13: 9780419238201
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Behaviour and Design of Steel Structures to BS 5950 3rd New editionSuurem pilt
  • Formaat: Paperback / softback, 488 pages, kõrgus x laius: 234x156 mm, kaal: 680 g
  • Ilmumisaeg: 19-Jul-2001
  • Kirjastus: Spon Press
  • ISBN-10: 0419238204
  • ISBN-13: 9780419238201
Teised raamatud teemal:
Püsilink: https://www.kriso.ee/db/9780419238201.html
Märksõnad:
The third edition of this successful textbook is concerned specifically with the design of steel structures to the British Standard BS 5950. Thoroughly revised and updated in accordance with the latest 2000 amendment to Part 1 of the standard, it discusses all aspects of the behaviour of steel structures, and criteria used in their design.
With copious worked examples, The Behaviour and Design of Steel Structures to BS 5950 is an ideal course textbook for senior undergraduate students, and will also provide a useful reference source for the practising engineer.

Arvustused

'Comprehensive in tackling subjects the students find difficult' - Dr Walid Tizani, University of Nottingham

Preface ix
Preface to the second edition revised xi
Preface to the second edition xiii
Preface to the first edition xv
Units and conversion factors ix
Glossary of terms xxi
Notation xxv
Introduction
1(32)
Steel structures
1(2)
Design
3(4)
Material behaviour
7(7)
Member and structure behaviour
14(3)
Loads
17(4)
Analysis of steel structures
21(3)
Design of steel structures
24(6)
References
30(3)
Tension members
33(16)
Introduction
33(1)
Concentrically loaded tension members
33(5)
Eccentrically connected tension members
38(1)
Bending of tension members
39(1)
Stress concentrations
40(2)
Design of tension members
42(3)
Worked examples
45(3)
Unworked examples
48(1)
References
48(1)
Compression members
49(48)
Introduction
49(1)
Elastic compression members
50(4)
Inelastic compression members
54(6)
Real compression members
60(3)
Effective lengths of compression members
63(8)
Design by buckling analysis
71(4)
Design of compression members
75(2)
Appendix-elastic compression members
77(3)
Appendix-inelastic compression members
80(1)
Appendix-effective lengths of compression members
81(5)
Appendix-design by buckling analysis
86(2)
Worked examples
88(5)
Unworked examples
93(2)
References
95(2)
Local buckling of thin plate elements
97(48)
Introduction
97(2)
Plate elements in compression
99(11)
Plate elements in shear
110(6)
Plate elements in bending
116(3)
Plate elements in shear and bending
119(2)
Plate elements in bearing
121(2)
Design against local buckling
123(11)
Appendix-elastic buckling of plate elements in compression
134(1)
Worked examples
135(7)
Unworked examples
142(1)
References
143(2)
In-plane bending of beams
145(68)
Introduction
145(2)
Elastic analysis of beams
147(1)
Bending stresses in elastic beams
148(5)
Shear stresses in elastic beams
153(12)
Plastic analysis of beams
165(8)
Strength design of beams
173(6)
Serviceability design of beams
179(1)
Appendix-bending stresses in elastic beams
180(1)
Appendix-thin-walled section properties
181(4)
Appendix-shear stresses in elastic beams
185(1)
Appendix-plastic analysis of beams
186(7)
Worked examples
193(16)
Unworked examples
209(2)
References
211(2)
Lateral buckling of beams
213(62)
Introduction
213(2)
Elastic beams
215(8)
Inelastic beams
223(3)
Real beams
226(4)
Effective lengths of beams
230(8)
Design by buckling analysis
238(8)
Monosymmetric beams
246(3)
Non-uniform beams
249(1)
Design against lateral buckling
250(4)
Appendix-elastic beams
254(4)
Appendix-effective lengths of beams
258(1)
Appendix-monosymmetric beams
259(1)
Worked examples
260(11)
Unworked examples
271(1)
References
272(3)
Beam-columns
275(41)
Introduction
275(1)
In-plane behaviour of isolated beam-columns
276(13)
Flexural-torsional buckling of isolated beam-columns
289(8)
Biaxial bending of isolated beam-columns
297(4)
Appendix-in-plane behaviour of elastic beam-columns
301(3)
Appendix-flexural-torsional buckling of elastic beam-columns
304(2)
Worked examples
306(7)
Unworked examples
313(1)
References
314(2)
Frames
316(40)
Introduction
316(1)
Triangulated frames
317(2)
Two-dimensional flexural frames
319(21)
Three-dimensional flexural frames
340(1)
Worked examples
341(10)
Unworked examples
351(2)
References
353(3)
Connections
356(35)
Introduction
356(1)
Connection components
356(4)
Arrangement of connections
360(2)
Behaviour of connections
362(10)
Design of bolts
372(3)
Design of bolted plates
375(4)
Design of welds
379(2)
Appendix-elastic analysis of connections
381(3)
Worked examples
384(5)
Unworked examples
389(1)
References
390(1)
Torsion members
391(53)
Introduction
391(2)
Uniform torsion
393(14)
Non-uniform torsion
407(12)
Torsion design
419(4)
Torsion and bending
423(3)
Distortion
426(3)
Appendix-uniform torsion
429(2)
Appendix-non-uniform torsion
431(4)
Worked examples
435(5)
Unworked examples
440(1)
References
441(3)
Index 444
David Nethercot is head of the Civil and Environmental Engineering Department at Imperial College, London. He is the chairman, and only full-time academic member, of the main BSI Committee responsible for all parts of BS5950. He has extensive experience of research, teaching and specialist advisory work in structural steelwork, and is on the editorial boards of a number of steelwork journals.