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Steel design / William T. Segui.

By: Segui, William T.
Boston, Massachusetts, USA : Cengage Learning, ©2018Edition: 6th edition.Description: xvi, 751 pages : illustrations ; 24 cm.Content type: text. ISBN: 9781337094740 (hbk).Subject(s): Building, Iron and steel | Load factor design | Steel, StructuralDDC classification: 624.1821 Se39 2018 Other classification: COECS/E
Contents:
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.
Concepts in structural steel design Tension matters Compression members Beams Beam -- columns Simple connections Eccentric connections Composite construction Plate girders Plastic analysis and design.
Summary: 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.
Item type Current location Collection Call number Copy number Status Date due Barcode
Books Books College Library
General Circulation Section
GC COECS/E 624.1821 Se39 2018 (Browse shelf) c.1 Available 84126
Books Books College Library
General Circulation Section
GC COECS/E 624.1821 Se39 2018 (Browse shelf) c.2 Available 84202
Books Books College Library
General Circulation Section
GC GC 624.1821 Se39 2018 (Browse shelf) c.3 Available HNU002497

Mathematical symbols for engineering on end papers.

Includes bibliographical references and index.

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.

Concepts in structural steel design Tension matters Compression members Beams Beam --
columns Simple connections Eccentric connections Composite construction Plate girders Plastic analysis and design.

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.

College of Engineering and Computer Studies Bachelor of Science in Civil Engineering

Text in English.

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