عنوان

Structural design of steelwork to EN 1993 and EN 1994 /

شابک

0750650605

شابک

9780750650601

شماره

b741943

عنوان اصلي

Structural design of steelwork to EN 1993 and EN 1994 /

نام عام مواد

[Book]

نام نخستين پديدآور

L.H. Martin, J.A. Purkiss.

وضعيت ويراست

3rd ed.

محل نشرو پخش و غیره

London :

نام ناشر، پخش کننده و غيره

Butterworth-Heinemann,

تاریخ نشرو بخش و غیره

2008.

نام خاص و کميت اثر

xiv, 472 pages :

ساير جزييات

illustrations ;

ابعاد

25 cm

متن يادداشت

Includes index.

متن يادداشت

Includes bibliographical references and index.

متن يادداشت

Machine derived contents note: CHAPTER -- General 1 -- 1.1 Description of steel structures 1 -- 1.2 Development, manufacture and types of steel 5 -- 1.3 Structural design 7 -- 1.4 Fabrication of steelwork 12 -- CHAPTER -- 2 Mechanical Properties of Structural Steel 17 -- 2.1 Variation of material properties 17 -- 2.2 Characteristic strength 18 -- 2.3 Design strength 19 -- 2.4 Other design values for steel 19 -- 2.5 Corrosion and durability of steelwork 20 -- 2.6 Brittle fracture 22 -- 2.7 Residual stresses 22 -- 2.8 Fatigue 23 -- 2.9 Stress concentrations 24 -- 2.10 Failure criteria for steel 24 -- CHAPTER -- 3 Actions 27 -- 3.1 Description 27 -- 3.2 Classification of actions 27 -- 3.3 Actions varying in time 28 -- 3.4 Design values of actions 29 -- 3.5 Actions with spatial variation 31 -- CHAPTER -- 4 Laterally Restrained Beams 35 -- 4.1 Structural classification of sections 35 -- 4.2 Elastic section properties and analysis in bending 38 -- 4.3 Elastic shear stresses 54 -- 4.4 Elastic torsional shear stresses 62 -- 4.5 Plastic section properties and analysis 67 -- 4.6 Effect of shear force on the plastic moment of resistance 73 -- 4.7 Lateral restraint 77 -- 4.8 Resistance of beams to transverse forces 78 -- CHAPTER -- 5 Laterally Unrestrained Beams 91 -- 5.1 Lateral torsional buckling of rolled sections symmetric about both axes 91 -- 5.2 Pure torsional buckling 127 -- 5.3 Plate girders 132 -- CHAPTER -- 6 Axially Loaded Members 175 -- 6.1 Axially loaded tension members 175 -- 6.2 Combined bending and axial force -- excluding buckling 177 -- 6.3 Buckling of axially loaded compression members 180 -- 6.4 Combined bending and axial force -- with buckling 190 -- CHAPTER -- 7 Structural Joints 198 -- 7.1 Introduction 198 -- 7.2 The ideal structural joint 199 -- 7.3 Welded joints 199 -- 7.4 Bolted joints 207 -- 7.5 Plate thicknesses for joint components 218 -- 7.6 Joints subject to shear forces 224 -- 7.7 Joints subject to eccentric shear forces 225 -- 7.8 Joints with end bearing 226 -- 7.9 'Pinned' joints 228 -- 7.10 'Rigid' joints 230 -- 7.11 Joint rotational stiffness 275 -- 7.12 Frame-to-joint stiffness 277 -- CHAPTER -- 8 Frames and Framing 282 -- 8.1 Single storey structures 282 -- 8.2 Multi-storey construction 283 -- 8.3 Influence of connection design and detailing 286 -- 8.4 Structural actions 286 -- 8.5 Single storey structures under horizontal loading 288 -- 8.6 Multi-storey construction 293 -- 8.7 Behaviour under accidental effects 294 -- 8.8 Transmission of loading 298 -- 8.9 Design of bracing 300 -- 8.10 Fire performance 301 -- 8.11 Additional design constraints 303 -- 8.12 Design philosophies 306 -- 8.13 Design issues for multi-storey structures 310 -- 8.14 Portal frame design 314 -- CHAPTER -- 9 Trusses 341 -- 9.1 Triangulated trusses 341 -- 9.2 Non-triangulated trusses 347 -- CHAPTER -- 10 Composite Construction 358 -- 10.1 Composite slabs 358 -- 10.2 Design of decking 359 -- 10.3 Composite beams 370 -- 10.4 Composite columns 395 -- CHAPTER -- Cold-formed Steel Sections 413 -- 11.1 Analytical model 414 -- 11.2 Local buckling 419 -- 11.3 Distortional buckling 424 -- 11.4 Lateral-torsional buckling 430 -- 11.5 Calculation of deflections 434 -- 11.6 Finite strip methods 435 -- 11.7 Design methods for beams partially restrained by sheeting 442 -- 11.8 Working examples 445 -- 11.9 Chapter conclusions 453 -- ANNEX 458.

بدون عنوان

00

متن يادداشت

"This is an ideal introduction to designing to the new Steel Eurocodes for civil and structural engineering students, engineers and building control officers." "This new edition of Structural Design of Steelwork explains the key differences between the steel British Standard and the Eurocodes." "Covering Eurocode 3 (Steel Structural Design) and Eurocode 4 (Design of Composite Steel and Concrete) and using illustrations and worked examples, this book provides a practical way of understanding and satisfying the steel Eurocodes."--Jacket.

موضوع مستند نشده

Building, Iron and steel-- Europe.

موضوع مستند نشده

Steel, Structural-- Europe.

موضوع مستند نشده

Structural design-- Standards-- Europe.

موضوع مستند نشده

Building, Iron and steel.

موضوع مستند نشده

Steel, Structural.

موضوع مستند نشده

Structural design-- Standards.

موضوع مستند نشده

Europe.

بدون عنوان

7

شماره

ويراست

شماره رده

نشانه اثر

مستند نام اشخاص تاييد نشده

Martin, L. H., (Laurence Harold)

مستند نام اشخاص تاييد نشده

Purkiss, J. A.

تاريخ عمليات

20201204024453.0

نام الکترونيکي

نوع ماده

[Book]

تكميل شده

Y