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Author :
Genre : Steel
Summary : The objective of this publication is to present a practical guide to the design of structural steel elements for buildings. The document comprises three principal sections:general guidance, general design data and design tables. Generally the guidance is in accordance with BS EN 1993-1-1:2005 Eurocode 3:Design of steel structures - Part 1.1:General rules and rules for buildings, its UK National Annex and other relevant Eurocodes. Worked examples are presented where appropriate. No attempt has been made to consider complete structures, and it is to be noted therefore that certain important design matters are not dealt with - those for instance of overall stability, of interaction between components and of the overall analysis of a building. The Section and General Design Data includes bending moment diagrams, shear force diagrams and expressions for deflection calculations. A variety of beams and cantilevers with different loading and support conditions are covered. Expressions for properties of geometrical figures are also given, together with useful mathematical solutions. The design tables also include section property, member resistance and ultimate load tables calculated according to BS EN 1993-1-1:2005 and its associated National Annex. The tables are preceded by a comprehensive set of explanatory notes. Section ranges include universal beams and columns, joists, parallel flange channels, asymmetric beams, equal angles, unequal angles, equal angles back-to-back, unequal angles back-to-back, Tees cut from universal beams and columns, hot-finished circular, square and rectangular hollow sections and cold formed circular, square and rectangular hollow sections. The range includes the Tata Steel Advance sections. In addition to the BS sections designation, the tables also provide the Advance, Celsius and Hybox branding. The relationship between the branded sections/steel grade and the BS sections/steel grades is given in Section 11 of the explanatory notes. The member resistance tables also include the resistances for commonly used non-preloaded and preloaded bolts together with the longitudinal and transverse resistances of fillet weld.
