Structural Steel Design: LRFD Method / Edition 3by Jack C. McCormac, James K. Nelson
Pub. Date: 07/28/2002
This well-known book has been fully updated to conform to the 1999 Load and Resistance Factor (LRFD) Design Specification and to the 2002 edition of the LRFD Manual of Steel Construction. A problem-solving software package, included with each book, contains practical applications and enables users to better understand the relationship between analysis and design. chapter topics include specifications, loads, and methods of design; analysis and design of tension members; introduction to axially loaded compression members; design of axially loaded columns; design of beams for moments; bending and axial force; bolted connections; eccentrically loaded bolted connections and historical notes on rivets; welded connections; building connections; composite beams; composite columns; built-up beams, built-up wide-flange sections, and plate girders; design of steel buildings; and systems design. For practicing engineers originally trained to use the ASD procedurethis book will assist them in the transition to the LRFD method.
- Publication date:
- Edition description:
- 3RD BK&CDR
- Product dimensions:
- 7.22(w) x 9.50(h) x 1.33(d)
Table of Contents1. Introduction to Structural Steel Design.
2. Specifications, Loads, and Methods of Design.
3. Analysis of Tension Members.
4. Design of Tension Members.
5. Introduction to Axially Loaded Compression Members.
6. Design of Axially Loaded Columns.
7. Design of Axially Loaded Compression Members Continued.
8. Introduction to Beams.
9. Design of Beams for Moments.
10. Design of Beams—Miscellaneous Topics.
11. Bending and Axial Force.
12. Bolted Connections.
13. Eccentrically Loaded Bolted Connections and Historical Notes on Rivets.
14. Welded Connections.
15. Building Connections.
16. Composite Beams.
17. Composite Columns.
18. Built-up Beams, Built-up Wide-Flange Sections, and Plate Girders.
19. Design of Steel Buildings.
20. Design of Steel Building Systems.
Appendix A. Allowable Stress Design.
Appendix B. Derivation of the Euler Formula.
Appendix C. Slender Compression Elements.
Appendix D. Flexural-Torsion Buckling of Compression Members.
Appendix E. Moment-Resisting Column Base Plates.
Appendix F. Ponding.
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