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Limit States Design of Structural Steelwork 3rd edition [Pehme köide]

3.00/5 (2 hinnangut Goodreads-ist)
(Imperial College London, UK)
  • Formaat: Paperback / softback, 302 pages, kõrgus x laius: 234x156 mm, kaal: 476 g
  • Ilmumisaeg: 25-Jan-2001
  • Kirjastus: CRC Press
  • ISBN-10: 0419260900
  • ISBN-13: 9780419260905
Teised raamatud teemal:
Limit States Design of Structural Steelwork 3rd editionSuurem pilt
  • Formaat: Paperback / softback, 302 pages, kõrgus x laius: 234x156 mm, kaal: 476 g
  • Ilmumisaeg: 25-Jan-2001
  • Kirjastus: CRC Press
  • ISBN-10: 0419260900
  • ISBN-13: 9780419260905
Teised raamatud teemal:
Püsilink: https://www.kriso.ee/db/9780419260905.html
Märksõnad:
This textbook is a comprehensive introduction to structural steelwork design based on the limit states approach to BS 5950, for use by undergraduates in civil and structural engineering. It will also serve as a reference for practising engineers unfamiliar with new parts of BS 5950.
The text introduces basic properties of steel, types of steel structure and steelwork design in order to develop an understanding of the various aspects of the behaviour and design of structural steelwork.
This edition has been thoroughly revised in accordance with the 2000 amendment to Part 1 of BS 5950 - all references have been updated and a new section on partial encasement for fire resistance has been added. Each chapter features worked examples, practice problems and references.

Arvustused

`The book is well suited to students approaching steelwork design for the first time. It will also though meet the needs of designers for a handy source to the background of the present provisions.' Engineering Structures

Preface to the third edition xi
Preface to the second edition xii
Preface to the first edition xiii
Notation xv
Index of references to clauses in BS 5950 Parts 1, 3.1 and 8 xx
Steel as a structural material
1(21)
Production
2(3)
Steelmaking
2(2)
Rolling
4(1)
Properties of steel
5(8)
Comments on yield stress
8(3)
Residual stresses
11(2)
Composition toughness and grades
13(3)
Fatigue
16(1)
Corrosion and corrosion protection
17(1)
Fire protection of structural steelwork
18(4)
References
20(2)
The basis of structural design
22(15)
Structural idealization
22(5)
Structural codes
27(1)
Limit states and partial safety factors
28(5)
Loading
33(4)
References
35(1)
Bibliography
35(2)
Tension members
37(12)
Behaviour of members in tension
39(1)
Basic design approach
40(3)
Effective section
40(1)
Net section
41(2)
Eccentric connection
43(6)
Design approach
45(2)
Exercises
47(1)
References
48(1)
Axially loaded columns
49(21)
Stocky columns
51(4)
Stub column behaviour
51(1)
Local buckling in columns
51(2)
Design approach
53(2)
Slender columns
55(7)
Background to the problem
55(2)
Design approach
57(2)
Welded sections
59(3)
Influence of end conditions
62(2)
Design approach
63(1)
Special types of strut
64(6)
Angle sections
64(1)
Design approach
65(1)
Laced and battened struts
66(1)
Design approach
66(1)
Exercises
67(1)
References
68(2)
Beams
70(27)
In-plane bending of beams of compact cross-section
70(2)
Lateral-torsional buckling of beams of compact cross-section
72(7)
Background to the problem
72(2)
Design approach
74(5)
Design of built-up sections (plate girders)
79(18)
Local buckling effects in beams
82(1)
Flange local buckling
82(4)
Web behaviour
86(7)
Web buckling due to vertical loads
93(2)
Exercises
95(1)
References
96(1)
Members under combined axial load and moment
97(21)
Combined tension and moments
97(4)
Combined compression and moments
101(17)
In-plane strength
105(2)
Effect of non-uniform moment
107(3)
Lateral-torsional buckling
110(1)
Biaxial bending
111(5)
Exercises
116(1)
References
116(2)
Joints - basic concepts
118(24)
Methods of making connections
118(6)
Bolts
118(2)
Welds
120(4)
General principles of connection design
124(2)
Models of failure for fasteners
126(16)
Bolts
126(9)
Bolted connections using HSFG bolts
135(4)
Exercises
139(1)
References
140(2)
Joints - design
142(40)
Beam-to-beam connections
143(6)
Beam-to-column connections - simple construction
149(7)
Beam-to-column connections - continuous construction
156(8)
Column splices
164(3)
Beam splices
167(3)
Column bases
170(3)
Truss connections
173(5)
Open section trusses
174(3)
Tubular trusses
177(1)
Bracing connections
178(1)
Structural integrity of connections
179(3)
Exercises
179(1)
References
180(2)
Composite construction
182(26)
Moment capacity of composite beams
184(6)
Shear connection
190(2)
Other design considerations
192(2)
Steel beam
192(1)
Concrete slab
192(2)
Partial shear connection
194(4)
Serviceability considerations
198(5)
Use of metal sheeting
203(2)
Composite slabs
205(3)
References
206(2)
Frames
208(17)
Simple construction
208(9)
Trusses
209(1)
Rectangular frames
210(4)
Load cases
214(2)
Serviceability
216(1)
Continuous construction
217(8)
Elastic design of continuous structures
219(2)
Plastic design of continuous structures
221(2)
References
223(2)
Design aspects of continuous construction
225(23)
Requirements for the use of plastic design
225(2)
Elastic design of continuous beams
227(3)
Plastic design of continuous beams
230(2)
Elastic design of portal frames
232(2)
Plastic design of portal frames
234(6)
Elastic design of multistorey frames
240(4)
Plastic design of multistorey frames
244(4)
Exercises
245(1)
References
246(2)
Introduction to design for fire resistance
248(19)
Steel properties at elevated temperatures
249(2)
Structural behaviour at elevated temperatures
251(5)
Beams
252(3)
Columns
255(1)
Fire engineering design
256(8)
Fire load
256(1)
Effect on the steel frame
257(2)
Provision of insulation
259(1)
Calculation of insulation thickness
260(2)
Moment capacity method
262(1)
Partial encasement
262(2)
Portal frames
264(3)
References
265(2)
Index 267
David Nethercot