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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) xxiv Contributors he changed to the building structures field and was project engineer for the Billingsgate Development, one of the first of the new generation of steel composite buildings. He is currently manager of the Structural Division and head of discipline for Building Structures at Mott MacDonald. Michael Willford Michael Willford joined Arup in 1975, having graduated from Cambridge University. He has been a specialist in the design of structures subjected to dynamic actions for over twenty years. His design and analysis experience covers a wide variety of projects including buildings, bridges and offshore structures. He is currently a director of Arup and the leader of a team of specialists working in these fields based in London and San Francisco. John Yates John Yates was appointed to a personal chair in mechanical engineering at the University of Sheffield in 2000 after five years as a reader in the department. He graduated from Pembroke College, Cambridge in 1981 in metallurgy and materials science and then undertook research degrees at Cranfield and the University of Sheffield before several years of postdoctoral engineering and materials research. His particular interests are in developing structural integrity assessment tools based on the physical mechanisms of fatigue and fracture. He is the honorary editor of Engineering Integrity and an editor of the international journal Fatigue and Fracture of Engineering Materials and Structures. Ralph Yeo Ralph Yeo graduated in metallurgy at Cardiff and Birmingham and lectured at The University of the Witwatersrand. In the USA he worked on the development of weldable high-strength and alloy steels with International Nickel and US Steel and on industrial gases and the development of welding consumables and processes at Union Carbide’s Linde Division. Commercial and general management activities in the UK, mainly with The Lincoln Electric Company, were followed by twelve years as a consultant and expert witness, with special interest in improved designs for welding.
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) Notation Several different notations are adopted in steel design; different specializations frequently give different meanings to the same symbol. These differences have been maintained in this book. To do otherwise would be to separate this text both from other literature on a particular subject and from common practice. The principal definitions for symbols are given below. For conciseness, only the most commonly adopted subscripts are given; others are defined adjacent to their usage. A Area or End area of pile or Constant in fatigue equations Ae Effective area Ag Gross area As Shear area of a bolt Tensile stress area of a bolt At Av Shear area of a section a Spacing of transverse stiffeners or Effective throat size of weld or Crack depth or Distance from central line of bolt to edge of plate or Shaft area of pile B Breadth B Transformation matrix b Outstand or Width of panel or Distance from centreline of bolt to toe of fillet weld or to half of root radius as appropriate be Effective breadth or effective width b1 Stiff bearing length C Crack growth constant C Transformation matrix Charpy impact value Cv Cy Damping coefficient c Bolt cross-centres or Cohesion of clay soils xxv
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