Steel design / (Record no. 13349)
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000 -LEADER | |
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fixed length control field | 03986nam a2200241Ia 4500 |
003 - CONTROL NUMBER IDENTIFIER | |
control field | NULRC |
005 - DATE AND TIME OF LATEST TRANSACTION | |
control field | 20250520102711.0 |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
fixed length control field | 250520s9999 xx 000 0 und d |
020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
International Standard Book Number | 9781111576004 |
040 ## - CATALOGING SOURCE | |
Transcribing agency | NULRC |
050 ## - LIBRARY OF CONGRESS CALL NUMBER | |
Classification number | TA 684 .S44 2013 |
100 ## - MAIN ENTRY--PERSONAL NAME | |
Personal name | Segui, William T. |
Relator term | author |
245 #0 - TITLE STATEMENT | |
Title | Steel design / |
Statement of responsibility, etc. | William T. Segui |
250 ## - EDITION STATEMENT | |
Edition statement | Fifth edition. |
260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
Place of publication, distribution, etc. | Connecticut : |
Name of publisher, distributor, etc. | Cengage Learning Asia Pte Ltd, |
Date of publication, distribution, etc. | c2013 |
300 ## - PHYSICAL DESCRIPTION | |
Extent | xiii, 752 pages : |
Other physical details | illustrations ; |
Dimensions | 24 cm. |
365 ## - TRADE PRICE | |
Price amount | USD185.77 |
504 ## - BIBLIOGRAPHY, ETC. NOTE | |
Bibliography, etc. note | Includes bibliographical references. |
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. 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. |
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. |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | LOAD FACTOR DESIGN |
942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
Source of classification or shelving scheme | Library of Congress Classification |
Koha item type | Books |
Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection | Home library | Current library | Shelving location | Date acquired | Source of acquisition | Cost, normal purchase price | Total checkouts | Full call number | Barcode | Date last seen | Copy number | Price effective from | Koha item type |
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Library of Congress Classification | Civil Engineering | LRC - Main | National University - Manila | General Circulation | 12/20/2021 | Purchased - Amazon | 185.77 | GC TA 684 .S44 2013 | NULIB000011108 | 05/20/2025 | c.1 | 05/20/2025 | Books |