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The material is presented in a clear, reader-friendly style. This best-selling text has been fully updated to conform to the latest American Manual of Steel Construction. Both Load and Resistance Factor Design (LRFD) and Allowable Stress Design (ASD) are now covered and calculations are worked out side-by-side to allow for easy identification of the different methods. Use of SI units as an addition to the primary use of Inch-Pound units. New coverage of Lateral Torsional Bending and Hollow Structural Sections. For steel design students and professionals.
| ISBN | 013221816X | | Pages | 704 | | ISBN13 | 9780132218160
(What's this?) | | Volumes | 1 | | Publisher | Pearson Education (US) | | Weight (grammes) | 1178 | | Imprint | Prentice Hall | | Published in | Upper Saddle River | | Format | Hardback | | Previous ISBN | 9780130479594 | | Publication date | 31 Jan 2007 | | Height (mm) | 235 | | Library of Congress | 2007014366 | | Width (mm) | 178 | | DEWEY | 624.1821 | | Spine width (mm) | 32 | | DEWEY edition | DC22 | | Academic level | Tertiary education |
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| Ch. 1 | | Introduction to structural steel design | | 1 | | Ch. 2 | | Specifications, loads, and methods of design | | 38 | | Ch. 3 | | Analysis of tension members | | 60 | | Ch. 4 | | Design of tension members | | 101 | | Ch. 5 | | Introduction to axially loaded compression members | | 127 | | Ch. 6 | | Design of axially loaded compression members | | 162 | | Ch. 7 | | Design of axially loaded compression members (continued) and column base plates | | 199 | | Ch. 8 | | Introduction to beams | | 236 | | Ch. 9 | | Design of beams for moments | | 262 | | Ch. 10 | | Design of beams - miscellaneous topics (shear, deflection, etc.) | | 295 | | Ch. 11 | | Bending and axial force | | 339 | | Ch. 12 | | Bolted connections | | 365 | | Ch. 13 | | Eccentrically loaded bolted connections and historical notes on rivets | | 407 | | Ch. 14 | | Welded connections | | 446 | | Ch. 15 | | Building connections | | 503 | | Ch. 16 | | Composite beams | | 536 | | Ch. 17 | | Composite columns | | 571 | | Ch. 18 | | Cover-plated beams and built-up girders | | 587 | | Ch. 19 | | Design of steel buildings | | 610 | | App. A | | Derivation of the Euler formula | | 645 | | App. B | | Slender compression elements | | 647 | | App. C | | Flexural-torsional buckling of compression members | | 650 | | App. D | | Moment-resisting column base plates | | 656 | | App. E | | Ponding | | 665 |
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