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· 분류 : 외국도서 > 기술공학 > 기술공학 > 구조
· ISBN : 9780470462454
· 쪽수 : 528쪽
· 출판일 : 2010-09-10
목차
Preface.
CHAPTER 1 INTRODUCTION.
1.1 General Remarks.
1.2 Types of Cold-Formed Steel Sections and Their Applications.
1.3 Standardized Metal Buildings and Industrialized Housing.
1.4 Methods of Forming.
1.5 Research and Design Specifications.
1.6 General Design Considerations of Cold-Formed Steel Construction.
1.7 Economic Design and Optimum Properties.
CHAPTER 2 MATERIALS USED IN COLD-FORMED STEEL CONSTRUCTION.
2.1 General Remarks.
2.2 Yield Stress, Tensile Strength, and Stress–Strain Curve.
2.3 Modulus of Elasticity, Tangent Modulus, and Shear Modulus.
2.4 Ductility.
2.5 Weldability.
2.6 Fatigue Strength and Toughness.
2.7 Influence of Cold Work on Mechanical Properties of Steel.
2.8 Utilization of Cold Work of Forming.
2.9 Effect of Temperature on Mechanical Properties of Steel.
2.10 Testing of Full Sections and Flat Elements.
2.11 Residual Stresses Due to Cold Forming.
2.12 Effect of Strain Rate on Mechanical Properties.
CHAPTER 3 STRENGTH OF THIN ELEMENTS AND DESIGN CRITERIA.
3.1 General Remarks.
3.2 Definitions of Terms.
3.3 Design Basis.
3.4 Serviceability.
3.5 Structural Behavior of Compression Elements and Design Criteria.
3.6 Perforated Elements and Members.
3.7 Plate Buckling of Structural Shapes.
3.8 Additional Information.
CHAPTER 4 FLEXURAL MEMBERS.
4.1 General Remarks.
4.2 Bending Strength and Deflection.
4.3 Design of Beam Webs.
4.4 Bracing Requirements of Beams.
4.5 Torsional Analysis of Beams and Combined Bending and Torsional Loading.
4.6 Additional Information on Beams.
CHAPTER 5 COMPRESSION MEMBERS.
5.1 General Remarks.
5.2 Yielding.
5.3 Flexural Column Buckling.
5.4 Torsional Buckling and Flexural–Torsional Buckling.
5.5 Effect of Local Buckling on Column Strength.
5.6 Distortional Buckling Strength of Compression Members.
5.7 Effect of Cold Work on Column Buckling.
5.8 North American Design Formulas for Concentrically Loaded Compression Members.
5.9 Effective Length Factor K.
5.10 Built-Up Compression Members.
5.11 Bracing of Axially Loaded Compression Members.
5.12 Design Examples.
5.13 Compression Members Having One Flange Fastened to Decks or Panels.
5.14 Wall Studs.
5.15 Additional Information on Compression Members.
CHAPTER 6 COMBINED AXIAL LOAD AND BENDING.
6.1 General Remarks.
6.2 Combined Tensile Axial Load and Bending.
6.3 Combined Compressive Axial Load and Bending (Beam–Columns).
6.4 North American Design Criteria.
6.5 Design Examples.
6.6 Second-Order Analysis.
6.7 Additional Information on Beam–Columns.
CHAPTER 7 CLOSED CYLINDRICAL TUBULAR MEMBERS.
7.1 General Remarks.
7.2 Types of Closed Cylindrical Tubes.
7.3 Flexural Column Buckling.
7.4 Local Buckling.
7.5 North American Design Criteria.
7.6 Design Examples.
CHAPTER 8 CONNECTIONS.
8.1 General Remarks.
8.2 Types of Connectors.
8.3 Welded Connections.
8.4 Bolted Connections.
8.5 Screw Connections.
8.6 Other Fasteners.
8.7 Rupture Failure of Connections.
8.8 I- or Box-Shaped Compression Members Made by Connecting Two C-Sections.
8.9 I-Beams Made by Connecting Two C-Sections.
8.10 Spacing of Connections in Compression Elements.
CHAPTER 9 SHEAR DIAPHRAGMS AND ROOF STRUCTURES.
9.1 General Remarks.
9.2 Steel Shear Diaphragms.
9.3 Structural Members Braced by Diaphragms.
9.4 Shell Roof Structures.
9.5 Metal Roof Systems.
CHAPTER 10 CORRUGATED SHEETS.
10.1 General Remarks.
10.2 Applications.
10.3 Sectional Properties and Design of Arc- and Tangent-Type Corrugated Sheets.
10.4 Sectional Properties and Design of Trapezoidal-Type Corrugated Sheets.
CHAPTER 11 COMPOSITE DESIGN.
11.1 General Remarks.
11.2 Steel-Deck-Reinforced Composite Slabs.
11.3 Composite Beams or Girders with Cold-Formed Steel Deck.
CHAPTER 12 INTRODUCTION TO STAINLESS STEEL DESIGN.
12.1 General Remarks.
12.2 Differences between Specifications for Carbon Steels and Stainless Steels.
CHAPTER 13 LIGHT-FRAME CONSTRUCTION.
13.1 General Remarks.
13.2 Framing Standards.
13.3 Design Guides.
CHAPTER 14 COMPUTER-AIDED DESIGN.
14.1 General Remarks.
14.2 Computer Programs for Design of Cold-Formed Steel Structures.
CHAPTER 15 DIRECT-STRENGTH METHOD.
15.1 General Remarks.
15.2 North American DSM Provisions.
15.3 Commentary on Appendix 1 (DSM).
15.4 Direct-Strength Method Design Guide.
15.5 Design Examples.
APPENDIX A THICKNESS OF BASE METAL.
APPENDIX B TORSION.
B.1 Introduction.
B.2 Shear Center.
B.3 Torsional Stresses.
B.4 Design Criteria for Combined Bending and Torsional Loading.
APPENDIX C FORMULAS FOR COMPUTING CROSS-SECTIONAL PROPERTY βy.
APPENDIX D DEFINITIONS OF TERMS.
NOMENCLATURE.
ACRONYMS AND ABBREVIATIONS.
CONVERSION TABLE.
REFERENCES.
INDEX.
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