Design of steel structures / Elias G. Abu-Saba.
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TextLanguage: English Publication details: New York : Chapman & Hall, c1995. Description: xiv, 391 p. : ill.; 24 cmISBN: 0412984911; 9780412984914Subject(s): Building, Iron and steel | Structural design | Load factor designDDC classification: 693.71 Online resources: WorldCat Details | Item type | Current library | Collection | Call number | Copy number | Status | Date due | Barcode | Item holds |
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Dr. S. R. Lasker Library, EWU Reserve Section | Non-fiction | 693.71 ABD 1995 (Browse shelf(Opens below)) | C-1 | Not For Loan | 29897 | ||
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Dr. S. R. Lasker Library, EWU Circulation Section | Non-fiction | 693.71 ABD 1995 (Browse shelf(Opens below)) | C-2 | Available | 29898 | ||
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Dr. S. R. Lasker Library, EWU Circulation Section | Non-fiction | 693.71 ABD 1995 (Browse shelf(Opens below)) | C-3 | Available | 29899 | ||
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Dr. S. R. Lasker Library, EWU Circulation Section | Non-fiction | 693.71 ABD 1995 (Browse shelf(Opens below)) | C-4 | Available | 31703 | ||
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Dr. S. R. Lasker Library, EWU Circulation Section | Non-fiction | 693.71 ABD 1995 (Browse shelf(Opens below)) | C-5 | Available | 31704 |
Includes index.
Table of contents Preface; Introduction; Introduction; Structural steel and its properties in construction; Applications; Loads, load factors, and load combinations; Tension members; Introduction; Design criteria; ASD method; LRFD method; Effective area of riveted and bolted tension members; Effective area for staggered holes of tension members; Tension rods in design of purlins; Limitation of length of tension members on stiffness: slenderness ration; Applications; Compression members; Introduction; Derivation of Euler's formula; Design criteria for compression members under concentric load: LFRD method; SI LRFD design criteria (Axial compression);
This text introduces the basic elements of steel structure design. Topics are presented in a logical progression to provide the reader with a broad understanding of the design process
Civil Engineering Civil Engineering
Abdul Latif
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