Structural Steel Design Manual
The authors’ major objective in preparing this new edition was to update the text to conform to both the American Institute of Steel Construction (AISC) 2010 Specification for Structural Steel Buildings and the 14th edition of the AISC Steel Construction Manual published in 2011. Several changes to the text were made to the textbook in this edition: 1. End of chapter Problems for Solution have been added for Chapter 1 of the textbook. The load factors and load combinations defined in Chapter 2 of the textbook and used throughout the book in example problems and end of chapter problems for solution have been revised to meet those given in the ASCE 7-10 and Part 2 of the AISC Steel Construction Manual. The classification of compression sections for local buckling defined in Chapter 5 of the textbook has been revised to the new definition given in Section B4.1 of the new AISC Specification.
For compression, sections are now classified as non-slender element or slender element sections. Grove scissor lift model sm2232 parts manual. The AISC Specification provides several methods to deal with stability analysis and the design of beam-columns. In Chapter 7 of the textbook, the Effective Length Method (ELM) is still used, though a brief introduction to the Direct Analysis Method (DM) has been added. A more comprehensive discussion of the DM is reserved for Chapter 11 of the text. In Chapter 11 of the textbook, both the Direct Analysis Method and the Effective Length Method are presented for the analysis and design of beam-columns.This is to address the fact that the presentation of the Direct Analysis Method was moved from an appendix to Chapter C of the new AISC Specification while the Effective Length Method moved from Chapter C to Appendix 7. Most of the end of chapter Problems for Solution for Chapters 2 through 11 have been revised. For Chapters 12 through 18 about half the problems have been revised.
- BCSA Limited is the national organisation for the Steel Construction Industry. Of this publication is to present a practical guide to the design of structural steel.
- The Specification for Safety-Related Steel Structures for Nuclear Facilities includes both the load and resistance factor design and allowable strength design methods of design, and is a supplement to the 2010 Specification for Structural Steel Buildings.This document incorporates Supplement No. 1 dated August 11, 2015, which consists of a new Appendix on steel-plate composite walls and.
Specification for Structural Steel Buildings and the 14th edition of the AISC Steel. Specification and Steel Construction Manual revisions. Finally, we would like.
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Various photos were updated throughout the textbook. About the Author(s) Jack C. McCormac is a retired Clemson civil engineering professor named by the Engineering News Record as one of the top 125 engineers or architects in the world in the last 125 years for his contributions to education. McCormac has authored or co-authored seven engineering textbooks, with more than half a million copies now in print. His current books have been adopted at more than 500 universities throughout the world.
McCormac holds a BS in civil engineering from the Citadel, an MS in civil engineering from Massachusetts Institute of Technology and a Doctor of Letters from Clemson University. Named an Alumni Distinguished Professor, he taught at Clemson for approximately thirty-four years before retiring in 1989. He is included in the International Who's Who in Engineering. Csernak is a Senior Lecturer of Civil Engineering at Clemson University. He earned both his B.S. Degrees in Civil Engineering from Clemson University.
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Csernak’s research interests include: Structural Engineering, Wind and Seismic Design, and Professional Registration. Registered as a professional engineer in South Carolina, Virginia, and Kentucky, Csernak is also a member of the American Society of Civil Engineers, the National Society of Professional Engineers, the American Concrete Institute, and the American Institute of Steel Construction.