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E-Book, Englisch, 246 Seiten, Web PDF

Draycott Structural Elements Design Manual


1. Auflage 2014
ISBN: 978-1-4832-7836-0
Verlag: Elsevier Science & Techn.
Format: PDF
Kopierschutz: 1 - PDF Watermark

E-Book, Englisch, 246 Seiten, Web PDF

ISBN: 978-1-4832-7836-0
Verlag: Elsevier Science & Techn.
Format: PDF
Kopierschutz: 1 - PDF Watermark



Structural Elements Design Manual is a manual on the practical design of structural elements that comprise a building structure, namely, timber, concrete, masonry, and steel. Practical guidance on the design of structural elements is provided in accordance with the appropriate British Standard or Code of Practice. Plenty of worked examples are included. Comprised of five chapters, this book begins with an overview of interrelated matters with which the structural engineer is concerned in the design of a building or similar structure. The British Standards and Codes of Practice are also considered, along with loading, structural mechanics, and theory of bending. The discussion then turns to timber, concrete, masonry, and steel elements, with emphasis on safety considerations and material properties. This monograph should prove useful not only to students of structural and civil engineering, but also to those studying for qualifications in architecture, building, and surveying who need to understand the design of structural elements.

Trevor Draycott, the former Buildings and Standards Manager with Lancashire County Council's Department of Property Services has 50 years experience in the construction industry. For 20 years he was also an associate lecturer in structures at Lancashire Polytechnic, now the University of Central Lancashire in Preston. For many years he served on the Institution of Structural Engineers, North West Branch, professional interview panel and the North West regional committee of the Timber Research and Development Association.
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Weitere Infos & Material


1;Front Cover;1
2;Structural Elements Design Manual;4
3;Copyright Page;5
4;Table of Contents;6
5;Dedication;5
6;Preface;10
7;Chapter 1. General matters;12
7.1;1.1 Introduction;12
7.2;1.2 British Standards;13
7.3;1.3 Loading;14
7.4;1.4 Structural mechanics;25
7.5;1.5 Theory of bending;25
7.6;1.6 Compression members;32
7.7;1.7 Summary;36
8;Chapter 2. Timber elements;37
8.1;2.1 Stress grading;37
8.2;2.2 Structural design of timber;38
8.3;2.3 Symbols;38
8.4;2.4 Strength classes;39
8.5;2.5 Grade stresses;39
8.6;2.6 Design stresses;41
8.7;2.7 Dry and wet exposure conditions;42
8.8;2.8 Geometrical properties of timber;42
8.9;2.9 Duration of load;42
8.10;2.10 Load sharing systems;42
8.11;2.11 Types of member;44
8.12;2.12 Flexural members;45
8.13;2.13 Proprietary timber beams;60
8.14;2.14 Compression members: posts;60
8.15;2.15 Load bearing stud walls;67
8.16;2.16 Timber temporary works;69
8.17;2.17 References;76
9;Chapter 3. Concrete elements;78
9.1;3.1 Structural design of concrete;78
9.2;3.2 Symbols;78
9.3;3.3 Design philosophy;80
9.4;3.4 Safety factors;81
9.5;3.5 Loads;82
9.6;3.6 Material properties;84
9.7;3.7 Practical considerations
for durability;86
9.8;3.8 Flexural members;89
9.9;3.9 Beams;90
9.10;3.10 Slabs;114
9.11;3.11 Columns;124
9.12;3.12 References;141
10;Chapter 4. Masonry elements;142
10.1;4.1 Structural design of masonry;142
10.2;4.2 Symbols;142
10.3;4.3 Definitions;143
10.4;4.4 Materials;144
10.5;4.5 Design philosphy;149
10.6;4.6 Safety factors;149
10.7;4.7 Loads;149
10.8;4.8 Material properties;150
10.9;4.9 Factors influencing the load bearing capacity of masonry members;155
10.10;4.10 Vertical load resistance;163
10.11;4.11 Concentrated loads;172
10.12;4.12 References;172
11;Chapter 5. Steel elements;173
11.1;5.1 Structural design of steelwork;173
11.2;5.2 Symbols;174
11.3;5.3 Definitions;176
11.4;5.4 Steel grades and sections;177
11.5;5.5 Design philosophy;177
11.6;5.6 Safety factors;179
11.7;5.7 Loads;179
11.8;5.8 Material properties;180
11.9;5.9 Section properties;181
11.10;5.10 Beams;181
11.11;5.11 Fabricated beams;217
11.12;5.12 Columns;219
11.13;5.13 Connections;239
11.14;5.14 References;240
12;Index;241



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