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Design of steel structures / Elias G. Abu-Saba.

By: Abu-Saba, Elias G, 1929-Material type: TextTextLanguage: 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 LOC classification: TA684 | .A144 1995Online resources: Publisher description | Table of contents only | WorldCat Details
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);
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Holdings
Item type Current library Collection Call number Copy number Status Date due Barcode Item holds
Text Text EWU Library
Reserve Section
Non-fiction 693.71 ABD 1995 (Browse shelf(Opens below)) C-1 Not For Loan 29897
Text Text EWU Library
Circulation Section
Non-fiction 693.71 ABD 1995 (Browse shelf(Opens below)) C-2 Available 29898
Text Text EWU Library
Circulation Section
Non-fiction 693.71 ABD 1995 (Browse shelf(Opens below)) C-3 Available 29899
Total holds: 0

Includes index.

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);

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