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Steel structures : design and behavior : emphasizing load and resistance factor design / Charles G. Salmon, John E. Johnson and Faris A. Malhas.

By: Salmon, Charles GContributor(s): Johnson, John Edwin | Malhas, Faris AminMaterial type: TextTextLanguage: English Publication details: Upper Saddle River, NJ : Pearson/Prentice Hall, c2009. Edition: 5th edDescription: xvii, 866 p. : ill. ; 25 cmISBN: 9780131885561; 0131885561Subject(s): Building, Iron and steel | Steel, StructuralDDC classification: 624.1821 LOC classification: TA684 | .S24 2009Online resources: WorldCat Details
Contents:
Table of contents Introduction Steels and properties Tension members Structural bolts Welding Compression members part I: columns, part II : plates Beams : laterally supported Torsion Lateral-torsional buckling of beams Continuous beams Plate girders Combined bending and axial load Connections Frames braced and unbraced Design of rigid frames Composite steel-concrete construction
Summary: Strives to present in a logical manner the theoretical background needed for developing and explaining design requirements. Beginning with coverage of background material, including references to pertinent research, the development of specific formulas used in the AISC Specifications is followed by a generous number of design examples explaining in detail the process of selecting minimum weight members to satisfy given conditions."--Publisher's website
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Holdings
Item type Current library Collection Call number Copy number Status Date due Barcode Item holds
Text Text Dr. S. R. Lasker Library, EWU
Reserve Section
Non-fiction 624.1821 SAS 2009 (Browse shelf(Opens below)) C-1 Not For Loan 31829
Text Text Dr. S. R. Lasker Library, EWU
Circulation Section
Non-fiction 624.1821 SAS 2009 (Browse shelf(Opens below)) C-2 Available 31830
Total holds: 0

Includes bibliographical references and index.

Table of contents Introduction
Steels and properties
Tension members
Structural bolts
Welding
Compression members
part I: columns, part II : plates
Beams : laterally supported
Torsion
Lateral-torsional buckling of beams
Continuous beams
Plate girders
Combined bending and axial load
Connections
Frames
braced and unbraced
Design of rigid frames
Composite steel-concrete construction

Strives to present in a logical manner the theoretical background needed for developing and explaining design requirements. Beginning with coverage of background material, including references to pertinent research, the development of specific formulas used in the AISC Specifications is followed by a generous number of design examples explaining in detail the process of selecting minimum weight members to satisfy given conditions."--Publisher's website

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Sagar Shahanawaz

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