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Author Institute), SCI (Steel Construction
Title Steel Designers' Manual
Imprint Hoboken : John Wiley & Sons, Incorporated, 2012
©2012
book jacket
Edition 7th ed
Descript 1 online resource (1399 pages)
text txt rdacontent
computer c rdamedia
online resource cr rdacarrier
Note Intro -- STEEL DESIGNERS' MANUAL, SEVENTH EDITION -- Contents -- Introduction to the seventh edition -- Contributors -- INTRODUCTION -- Chapter 1: Introduction-designing to the Eurocodes -- 1.1 Introduction -- 1.2 Creation of the Eurocodes -- 1.3 Structure of the Eurocodes -- 1.4 Non-contradictory complementary information - NCCI -- 1.5 Implementation in the UK -- 1.6 Benefits of designing to the Eurocodes -- 1.7 Industry support for the introduction of the Eurocodes -- 1.8 Conclusions -- Chapter 2: Integrated design for successful steel construction -- 2.1 Client requirements for whole building performance, value and impact -- 2.2 Design for sustainability -- 2.3 Design for overall economy -- 2.4 Conclusions -- References to Chapter 2 -- Chapter 3: Loading to the Eurocodes -- 3.1 Imposed loads -- 3.2 Imposed loads on roofs -- 3.3 Snow loads -- 3.4 Accidental actions -- 3.5 Combinations of actions -- References to Chapter 3 -- Worked example -- DESIGN SYNTHESIS -- Chapter 4: Single-storey buildings -- 4.1 The roles for steel in single-storey buildings -- 4.2 Design for long term performance -- 4.3 Anatomy of structure -- 4.4 Loading -- 4.5 Common types of primary frame -- 4.6 Preliminary design of portal frames -- 4.7 Bracing -- 4.8 Design of portal frames to BS EN 1993-1-1 -- References to Chapter 4 -- Worked example -- Chapter 5: Multi-storey buildings -- 5.1 Introduction -- 5.2 Costs and construction programme -- 5.3 Understanding the design brief -- 5.4 Structural arrangements to resist sway -- 5.5 Stabilising systems -- 5.6 Columns -- 5.7 Floor systems -- References to Chapter 5 -- Chapter 6: Industrial steelwork -- 6.1 Introduction -- 6.2 Anatomy of structure -- 6.3 Loading -- 6.4 Thermal effects -- 6.5 Crane girder/lifting beam design -- 6.6 Structure in its wider context -- References to Chapter 6 -- Further reading for Chapter 6
Chapter 7: Special steel structures -- 7.1 Introduction -- 7.2 Space frame structures: 3-dimensional grids based on regular solids -- 7.3 Lightweight tension steel cable structures -- 7.4 Lightweight compression steel structures -- 7.5 Steel for stadiums -- 7.6 Information and process in the current digital age-the development of technology -- References to Chapter 7 -- Further reading for Chapter 7 -- Chapter 8: Light steel structures and modular construction -- 8.1 Introduction -- 8.2 Building applications -- 8.3 Benefits of light steel construction -- 8.4 Light steel building elements -- 8.5 Modular construction -- 8.6 Hybrid construction -- 8.7 Structural design issues -- 8.8 Non-structural design issues -- References to Chapter 8 -- Chapter 9: Secondary steelwork -- 9.1 Introduction -- 9.2 Issues for consideration -- 9.3 Applications -- References to Chapter 9 -- APPLIED METALLURGY -- Chapter 10: Applied metallurgy of steel -- 10.1 Introduction -- 10.2 Chemical composition -- 10.3 Heat treatment -- 10.4 Manufacture and effect on properties -- 10.5 Engineering properties and mechanical tests -- 10.6 Fabrication effects and service performance -- 10.7 Summary -- References to Chapter 10 -- Further reading for Chapter 10 -- Chapter 11: Failure processes -- 11.1 Fracture -- 11.2 Linear elastic fracture mechanics -- 11.3 Elastic-plastic fracture mechanics -- 11.4 Materials testing for fracture properties -- 11.5 Fracture-safe design -- 11.6 Fatigue -- 11.7 Final comments -- References to Chapter 11 -- Further reading for Chapter 11 -- ANALYSIS -- Chapter 12: Analysis -- 12.1 Introduction -- 12.2 The basics -- 12.3 Analysis and design -- 12.4 Analysis by hand -- 12.5 Analysis by software -- 12.6 Analysis of multi-storey buildings -- 12.7 Portal frame buildings -- 12.8 Special structural members -- 12.9 Very important issues -- References to Chapter 12
Chapter 13: Structural vibration -- 13.1 Introduction -- 13.2 Causes of vibration -- 13.3 Perception of vibration -- 13.4 Types of response -- 13.5 Determining the modal properties -- 13.6 Calculating vibration response -- 13.7 Acceptability criteria -- 13.8 Practical considerations -- 13.9 Synchronised crowd activities -- References to Chapter 13 -- ELEMENT DESIGN -- Chapter 14: Local buckling and cross-section classification -- 14.1 Introduction -- 14.2 Cross-sectional dimensions and moment-rotation behaviour -- 14.3 Effect of moment-rotation behaviour on approach to design and analysis -- 14.4 Classification table -- 14.5 Economic factors -- References to Chapter 14 -- Chapter 15 -- Tension members -- 15.1 Introduction -- 15.2 Types of tension member -- 15.3 Design for axial tension -- 15.4 Combined bending and tension -- 15.5 Eccentricity of end connections -- 15.6 Other considerations -- 15.7 Cables -- Further reading for Chapter 15 -- Chapter 16: Columns and struts -- 16.1 Introduction -- 16.2 Common types of member -- 16.3 Design considerations -- 16.4 Cross-sectional considerations -- 16.5 Column buckling resistance -- 16.6 Torsional and f lexural-torsional buckling -- 16.7 Effective (buckling) lengths Lcr -- 16.8 Special types of strut -- 16.9 Economic points -- References to Chapter 16 -- Further reading for Chapter 16 -- Worked example -- Chapter 17: Beams -- 17.1 Introduction -- 17.2 Common types of beam -- 17.3 Cross-section classification and moment resistance Mc,Rd -- 17.4 Basic design -- 17.5 Laterally unrestrained beams -- 17.6 Beams with web openings -- References to Chapter 17 -- Worked example -- Chapter 18: Plate girders -- 18.1 Introduction -- 18.2 Advantages and disadvantages -- 18.3 Initial choice of cross-section for plate girders -- 18.4 Design of plate girders to BS EN 1993-1-5 -- References to Chapter 18 -- Worked example
Chapter 19: Members with compression and moments -- 19.1 Occurrence of combined loading -- 19.2 Types of response-interaction -- 19.3 Effect of moment gradient loading -- 19.4 Selection of type of cross-section -- 19.5 Basic design procedure to Eurocode 3 -- 19.6 Special design methods for members in portal frames -- References to Chapter 19 -- Further reading for Chapter 19 -- Worked example -- Chapter 20: Trusses -- 20.1 Introduction -- 20.2 Types of truss -- 20.3 Guidance on overall concept -- 20.4 Selection of elements and connections -- 20.5 Analysis of trusses -- 20.6 Detailed design considerations for elements -- 20.7 Bracing -- 20.8 Rigid-jointed Vierendeel girders -- References to Chapter 20 -- Worked example -- Chapter 21: Composite slabs -- 21.1 Definition -- 21.2 General description -- 21.3 Design for the construction condition -- 21.4 Design of composite slabs -- 21.5 Design for shear and concentrated loads -- 21.6 Tests on composite slabs -- 21.7 Serviceability limits and crack control -- 21.8 Shrinkage and creep -- 21.9 Fire resistance -- References for Chapter 21 -- Worked example -- Chapter 22: Composite beams -- 22.1 Introduction -- 22.2 Material properties -- 22.3 Composite beams -- 22.4 Plastic analysis of composite section -- 22.5 Shear resistance -- 22.6 Shear connection -- 22.7 Full and partial shear connection -- 22.8 Transverse reinforcement -- 22.9 Primary beams and edge beams -- 22.10 Continuous composite beams -- 22.11 Serviceability limit states -- 22.12 Design tables for composite beams -- References to Chapter 22 -- Worked example -- Chapter 23: Composite columns -- 23.1 Introduction -- 23.2 Design of composite columns -- 23.3 Simplified design method -- 23.4 Illustrative examples of design of composite columns -- 23.5 Longitudinal and transverse shear forces -- References to Chapter 23 -- Worked example
Chapter 24: Design of light gauge steel elements -- 24.1 Introduction -- 24.2 Section properties -- 24.3 Local buckling -- 24.4 Distortional buckling -- 24.5 Design of compression members -- 24.6 Design of members in bending -- References to Chapter 24 -- Worked example -- CONNECTION DESIGN -- Chapter 25: Bolting assemblies -- 25.1 Types of structural bolting assembly -- 25.2 Methods of tightening and their application -- 25.3 Geometric considerations -- 25.4 Methods of analysis of bolt groups -- 25.5 Design strengths -- 25.6 Tables of resistance -- References to Chapter 25 -- Further reading for Chapter 25 -- Chapter 26: Welds and design for welding -- 26.1 Advantages of welding -- 26.2 Ensuring weld quality and properties by the use of standards -- 26.3 Recommendations for cost reduction -- 26.4 Welding processes -- 26.5 Geometric considerations -- 26.6 Methods of analysis of weld groups -- 26.7 Design strengths -- 26.8 Concluding remarks -- References to Chapter 26 -- Chapter 27: Joint design and simple connections -- 27.1 Introduction -- 27.2 Simple connections -- References to Chapter 27 -- Worked example -- Chapter 28: Design of moment connections -- 28.1 Introduction -- 28.2 Design philosophy -- 28.3 Tension zone -- 28.4 Compression zone -- 28.5 Shear zone -- 28.6 Stiffeners -- 28.7 Design moment of resistance of end-plate joints -- 28.8 Rotational stiffness and rotation capacity -- 28.9 Summary -- References to Chapter 28 -- FOUNDATIONS -- Chapter 29: Foundations and holding-down systems -- 29.1 Types of foundation -- 29.2 Design of foundations -- 29.3 Fixed and pinned column bases -- 29.4 Pinned column bases - axially loaded I-section columns -- 29.5 Design of f ixed column bases -- 29.6 Holding-down systems -- References to Chapter 29 -- Further reading for Chapter 29 -- Worked example -- Chapter 30: Steel piles and steel basements
30.1 Introduction
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 the Steel 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)
Description based on publisher supplied metadata and other sources
Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2020. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries
Link Print version: Institute), SCI (Steel Construction Steel Designers' Manual Hoboken : John Wiley & Sons, Incorporated,c2012 9781405189408
Subject Steel, Structural.;Steel in design.;Designers
Electronic books
Alt Author Davison, Buick
Owens, Graham W
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