Steel design / (Record no. 11978)

000 -LEADER
fixed length control field 05243nam a22004455i 4500
001 - CONTROL NUMBER
control field 19472631
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20220209092448.0
007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION
fixed length control field ta
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 190128b2018 mau||||| |||| 00| 0 eng d
010 ## - LIBRARY OF CONGRESS CONTROL NUMBER
LC control number 2017932525
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9781337094740 (hbk)
040 ## - CATALOGING SOURCE
Original cataloging agency DLC
Language of cataloging eng
Description conventions rda
Transcribing agency HNU
042 ## - AUTHENTICATION CODE
Authentication code pcc
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Edition number 23
Classification number 624.1821 Se39 2018
Placement Code GC
084 ## - OTHER CLASSIFICATION NUMBER
Classification number COECS/E
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Segui, William T.
9 (RLIN) 16244
245 10 - TITLE STATEMENT
Title Steel design /
Statement of responsibility, etc. William T. Segui.
250 ## - EDITION STATEMENT
Edition statement 6th edition.
263 ## - PROJECTED PUBLICATION DATE
Projected publication date 1705
264 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE
Place of production, publication, distribution, manufacture Boston, Massachusetts, USA :
Name of producer, publisher, distributor, manufacturer Cengage Learning,
Date of production, publication, distribution, manufacture, or copyright notice ©2018.
300 ## - PHYSICAL DESCRIPTION
Extent xvi, 751 pages :
Other physical details illustrations ;
Dimensions 24 cm.
336 ## - CONTENT TYPE
Content type term text.
Content type code text.
500 ## - GENERAL NOTE
General note Mathematical symbols for engineering on end papers.
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Includes bibliographical references and index.
505 ## - FORMATTED CONTENTS NOTE
Formatted contents note 1. INTRODUCTION.Structural Design. Loads. Building Codes. Design Specifications. Structural Steel. Standard Cross-Sectional Shapes. Problems.2. CONCEPTS IN STRUCTURAL STEEL DESIGN.Design Philosophies. American Institute of Steel Construction Specification. Load Factors, Resistance Factors, and Load Combinations for LRFD. Safety Factors and Load Combinations for ASD. Probabilistic Basis of Load and Resistance Factors. Steel Construction Manual. Design Computations and Precision. Problems.3. TENSION MEMBERS.Introduction. Tensile Strength. Effective Area. Staggered Fasteners. Block Shear. Design of Tension Members. Threaded Rods and Cables. Tensions Members in Roof Trusses. Pin-Connected Members. Problems.4. COMPRESSION MEMBERS.Introduction. Column Theory. AISC Requirements. Local Stability. Tables for Compression Members. Design. More on Effective Length. Torsional and Flexural-Torsional Buckling. Built-Up Members. Problems.5. BEAMS.Introduction. Bending Stress and the Plastic Moment. Stability. Classification of Shapes. Bending Strength of Compact Shapes. Bending Strength of Noncompact Shapes. Summary of Moment Strength. Deflection. Design. Manual Table 6-2 for Beam Analysis and Design. Floor and Roof Framing Systems. Holes in Beams. Open-Web Steel Joists. Beam Bearing Plates and Column Base Plates. Biaxial Bending. Bending Strength of Various Shapes. Problems.6. BEAM-COLUMNS.Definition. Interaction Formulas. Methods of Analysis for Required Strength. The Moment Amplification Method. Braced Versus Unbraced Frames. Members in Braced Frames. Members in Unbraced Frames. Design of Beam-Columns. Trusses with Top-Chord Loads Between Joints. Problems.7. SIMPLE CONNECTIONS.Introduction. Bolted Shear Connections: Failure Modes. Bearing Strength, Spacing, and Edge-Distance Requirements. Shear Strength. Installation of High-Strength Bolts. Slip-Critical and Bearing-Type Connections. Design Examples. High-Strength Bolts in Tension. Combined Shear and Tension in Fasteners. Welded Connections. Fillet Welds. Problems.8. ECCENTRIC CONNECTIONS.Examples of Eccentric Connections. Eccentric Bolted Connections: Shear Only. Eccentric Bolted Connections: Shear Plus Tension. Eccentric Welded Connections: Shear Only. Eccentric Welded Connections: Shear Plus Tension. Moment-Resisting Connections. Column Stiffeners and Other Reinforcement. End-Plate Connections. Concluding Remarks. Problems.9. COMPOSITE CONSTRUCTION.Introduction. Shored Versus Unshored Construction. Effective Flange Width. Steel Headed Stud Anchors. Design. Deflections. Composite Beams with Formed Steel Deck. Tables for Composite Beam Analysis and Design. Continuous Beams. Composite Columns. Problems.10. PLATE GIRDERS.Introduction. General Considerations. AISE Requirements for Proportions of Plate Girders. Flexural Strength. Shear Strength. Bearing Stiffeners. Design. Problems.APPENDIX: PLASTIC ANALYSIS AND DESIGN.Introduction. AISC Requirements. Analysis. Design. Concluding Remarks.REFERENCES.ANSWERS TO SELECTED PROBLEMS.INDEX.
505 ## - FORMATTED CONTENTS NOTE
Formatted contents note Concepts in structural steel design Tension matters Compression members Beams Beam --<br/>columns Simple connections Eccentric connections Composite construction Plate girders Plastic analysis and design.
520 ## - SUMMARY, ETC.
Summary, etc. Covers the fundamentals of structural steel design with an emphasis on the design of members and their connections, rather than the integrated design of buildings. This book encourages the application of fundamental principles for design procedures as well as for practical design, and provides a theoretical approach to enhance student development.
521 ## - TARGET AUDIENCE NOTE
Target audience note College of Engineering and Computer Studies
Source Bachelor of Science in Civil Engineering
546 ## - LANGUAGE NOTE
Language note Text in English.
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Building, Iron and steel.
9 (RLIN) 16245
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Load factor design.
9 (RLIN) 16246
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Steel, Structural.
9 (RLIN) 16247
906 ## - LOCAL DATA ELEMENT F, LDF (RLIN)
a 0
b ibc
c orignew
d 2
e epcn
f 20
g y-gencatlg
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme
Koha item type Books
Classification part 600-699
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Collection code Permanent Location Current Location Shelving location Date acquired Source of acquisition Total Checkouts Total Renewals Full call number Barcode Date last seen Date last checked out Copy number Price effective from Koha item type
&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; GC College Library College Library General Circulation Section 2018-05-25 Library Fund 5 2 COECS/E 624.1821 Se39 2018 84126 2023-05-23 2023-05-23 c.1 2019-01-28 Books
&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; GC College Library College Library General Circulation Section 2018-12-17 Library Fund 2 2 COECS/E 624.1821 Se39 2018 84202 2022-02-22 2019-11-14 c.2 2019-03-16 Books
&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; GC College Library College Library General Circulation Section 2020-08-13 Library Fund 5 1 GC 624.1821 Se39 2018 HNU002497 2024-01-16 2024-01-16 c.3 2022-02-09 Books