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Structural Steel Designers Handbook- for free

Structural

Structural steels are classified by chemical composition, tensile properties, and manufacturing method into carbon steel, high-strength low-alloy steel (HSLA), heat-treated carbon steel, and heat-treated construction alloy steel. Figure1.1shows the stress-strain curves for the four steel grades. As with other material properties, this wide range of specified minimum strengths is available, allowing the designer to select economical materials that perform the required functions for each application.

Table1.1 lists some of the most widely used steels in each category, along with their specified strengths in shapes and thick plates. These steels are weld able, but the welding materials and procedures for each steel must follow approved methods. Welding information for each steel material is available from most steel manufacturers and from American Welding Society publications.

About the Book

This handbook was developed as a comprehensive reference for steel structural designers. It contains information on materials, fabrication, erection, structural theory, and connections, as well as various aspects of the design of steel structural systems and members for buildings and bridges. The information contained in the book is applicable to a wide range of structures.

This handbook should be useful to consulting engineers, architects, construction contractors, fabricators, erectors, engineers working for federal, state, and local governments, and educators. It will also be a good reference for engineering technicians and detailers.

The book is written in an accessible form that will be useful to professionals and inexperienced people alike. Numerous examples are given to illustrate the design procedures in detail.

The main focus of the book is to provide practical techniques for cost-effective design, in addition to explaining basic theory and standards. Design methods and formulas for key specifications are presented for ready reference. These include those of the American Institute of Steel Construction (AISC), the American Association of State Highway and Transportation Officials (AASHTO), and the American Railway Engineering Association (AREA). Both the traditional allow able stress design (ASD) approach and the load and resistance factor design (LRFD) approach are presented.

Never the less, since these specifications change annually, users of this publication will find it useful to have the latest edition on hand, as well as AISC’s ”Steel Construction Manual, ”ASD, and LRFD.

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