Structural Design Guide To The Aisc (Lrfd) Specification For Buildings (Record no. 578751)

MARC details
000 -LEADER
fixed length control field 02192nam a22002177a 4500
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 250806b |||||||| |||| 00| 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9780412068713
Paper back/Hardbound hbk.
041 ## - LANGUAGE CODE
Language code of text/sound track or separate title eng
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 691.7
Item number HOF
100 ## - MAIN ENTRY--AUTHOR NAME
Personal name Hoffman, Edward S. ... [Et Al.]
245 ## - TITLE STATEMENT
Title Structural Design Guide To The Aisc (Lrfd) Specification For Buildings
Statement of responsibility, etc / Edward S. Hoffman ... [et al.]
250 ## - EDITION STATEMENT
Edition statement 2nd ed.
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication New York
Name of publisher Chapman & Hall
Year of publication C1996
300 ## - PHYSICAL DESCRIPTION
Number of Pages x, 306 p.
Other physical details : ill., diages.
Dimensions ; 24 cm.
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc Includes index
520 ## - SUMMARY, ETC.
Summary, etc This book is intended to guide practicing structural engineers into more profitable routine designs with the AISC Load and Resistance Factor Design Specification (LRFD) for structural steel buildings. LRFD is a method of proportioning steel structures so that no applica­ ble limit state is exceeded when the structure is subjected to all appro­ priate factored load combinations. Strength limit states are related to safety, and concern maximum load carrying capacity, Serviceability limit states are related to performance under service load conditions such as deflections. The term "resistance" includes both strength states and serviceability limit states. LRFD is a new approach to the design of structural steel for buildings. It involves explicit consideration of limit states, multiple load factors and resistance factors, and implicit probabilistic determination of relia­ bility. The type of factoring used by LRFD differs from the allowable stress design of Chapters A through M of the 1989 Ninth Edition of the AISC Specifications for Allowable Stress Design, where only the resistance is divided by a factor of safety to obtain an allowable stress, and from the plastic design provisions of Chapter N, where the loads are multi­ plied by a common load factor of 1.7 for gravity loads and 1.3 for gravity loads acting with wind or seismic loads. LRFD offers the structural engineer greater flexibility, rationality, and economy than the previous 1989 Ninth Edition of the AISC Specifications for Allowable Stress Design.
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical Term Building, Iron And Steel
Topical Term Structural design
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type English Books
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Full call number Accession Number Price effective from Koha item type
        Anna Centenary Library Anna Centenary Library 6TH FLOOR, B WING 06.09.2010 691.7 HOF 210899 06.08.2025 Reference

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