Cold-formed steel design / (Record no. 69596)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 06057cam a2200721 i 4500 |
| 001 - CONTROL NUMBER | |
| control field | on1104857882 |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20220711203710.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 190607t20202020nju ob 001 0 eng |
| 019 ## - | |
| -- | 1121127058 |
| -- | 1121453978 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| ISBN | 9781119487418 |
| -- | (electronic book) |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| ISBN | 1119487412 |
| -- | (electronic book) |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| ISBN | 9781119487388 |
| -- | (electronic book) |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| ISBN | 1119487382 |
| -- | (electronic book) |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| ISBN | 9781119487425 |
| -- | (electronic book) |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| ISBN | 1119487420 |
| -- | (electronic book) |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| -- | (hardcover) |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| -- | (hardcover) |
| 029 1# - (OCLC) | |
| OCLC library identifier | CHNEW |
| System control number | 001065496 |
| 029 1# - (OCLC) | |
| OCLC library identifier | CHVBK |
| System control number | 575923857 |
| 029 1# - (OCLC) | |
| OCLC library identifier | AU@ |
| System control number | 000068658221 |
| 082 00 - CLASSIFICATION NUMBER | |
| Call Number | 624.1/821 |
| 100 1# - AUTHOR NAME | |
| Author | Yu, Wei-wen, |
| 245 10 - TITLE STATEMENT | |
| Title | Cold-formed steel design / |
| 250 ## - EDITION STATEMENT | |
| Edition statement | Fifth edition. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Number of Pages | 1 online resource |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc | "Since it first published in 1985, Cold-Formed Steel Design has been hailed by professionals around the world as the definitive text for those who design for and work with cold-formed steel. There is no competition when it comes to the extensive coverage of both theory and practice of cold-formed steel construction. This Fifth Edition is updated to reflect the 2016 AISI North American Specification for the Design of Cold-Formed Steel Structural Members. The text has been revised to incorporate the Direct Strength Method (DSM) in the main body of design provisions"-- |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Remark 2 | Cover; Title Page; Copyright; Contents; Preface; Chapter 1 Introduction; 1.1 General Remarks; 1.2 Types of Cold-Formed Steel Sections and Their Applications; 1.2.1 Individual Structural Framing Members; 1.2.2 Panels and Decks; 1.3 Metal Buildings and Industrialized Housing; 1.4 Methods of Forming; 1.4.1 Cold Roll Forming; 1.4.2 Press Brake; 1.5 Research and Design Specifications; 1.5.1 United States; 1.5.2 Other Countries; 1.6 General Design Considerations of Cold-Formed Steel Construction; 1.6.1 Local Buckling, Distortional Buckling, and Postbuckling Strength of Thin Compression Elements |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Remark 2 | 1.6.2 Torsional Rigidity1.6.3 Stiffeners in Compression Elements; 1.6.4 Variable Properties of Sections Having Stiffened or Unstiffened Compression Elements; 1.6.5 Connections; 1.6.6 Web Crippling Strength of Beams; 1.6.7 Thickness Limitations and Corrosion Protection; 1.6.8 Plastic Design; 1.6.9 Linear Method for Computing Properties of Formed Sections; 1.6.10 Tests for Special Cases; 1.6.11 Cold Work of Forming; 1.7 Economic Design and Optimum Properties; 1.8 Design Basis; 1.8.1 Allowable Strength Design; 1.8.2 Load and Resistance Factor Design; 1.8.3 Limit States Design |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Remark 2 | 1.8.4 Units of Symbols and Terms1.9 Serviceability; Chapter 2 Materials Used in Cold-Formed Steel Construction; 2.1 General Remarks; 2.2 Yield Stress, Tensile Strength, and Stress-Strain Curve; 2.2.1 Yield Stress Fy and Stress-Strain Curve; 2.2.2 Tensile Strength; 2.3 Modulus of Elasticity, Tangent Modulus, and Shear Modulus; 2.3.1 Modulus of Elasticity E; 2.3.2 Tangent Modulus Et; 2.3.3 Shear Modulus G; 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 |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Remark 2 | 2.9 Effect of Temperature on Mechanical Properties of Steel2.10 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 Structural Behavior of Compression Elements and Effective Width Design Criteria; 3.3.1 Stiffened Compression Elements; 3.3.2 Unstiffened Compression Elements; 3.3.3 Uniformly Compressed Elements with Stiffeners; 3.4 Perforated Elements and Members |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Remark 2 | 3.4.1 Uniformly Compressed Stiffened Elements with Circular Holes3.4.2 Uniformly Compressed Stiffened Elements with Noncircular Holes; 3.4.3 C-Section Webs with Holes under Stress Gradient; 3.5 Direct Strength Method and Consideration of Local and Distortional Buckling; 3.5.1 Local Buckling; 3.5.2 Distortional Buckling; 3.5.3 Influence of Perforation on Local and Distortional Buckling; 3.6 Plate Buckling of Structural Shapes; 3.7 Additional Information; Chapter 4 Flexural Members; 4.1 General Remarks; 4.2 Bending Strength and Deflection; 4.2.1 Introduction |
| 650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| General subdivision | Cold working. |
| 650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| General subdivision | Cold working. |
| 700 1# - AUTHOR 2 | |
| Author 2 | LaBoube, Roger A., |
| 700 1# - AUTHOR 2 | |
| Author 2 | Chen, Helen |
| 856 40 - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | https://doi.org/10.1002/9781119487425 |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | eBooks |
| 264 #1 - | |
| -- | Hoboken, NJ : |
| -- | John Wiley & Sons, Inc., |
| -- | 2020. |
| 264 #4 - | |
| -- | ©2020 |
| 336 ## - | |
| -- | text |
| -- | txt |
| -- | rdacontent |
| 337 ## - | |
| -- | computer |
| -- | n |
| -- | rdamedia |
| 338 ## - | |
| -- | online resource |
| -- | nc |
| -- | rdacarrier |
| 520 ## - SUMMARY, ETC. | |
| -- | Provided by publisher. |
| 588 0# - | |
| -- | Online resource; title from digital title page (viewed on October 21, 2019). |
| 650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | Building, Iron and steel. |
| 650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | Sheet-steel. |
| 650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | Thin-walled structures. |
| 650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | Steel |
| 650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | Building, Iron and steel. |
| -- | (OCoLC)fst00840918 |
| 650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | Sheet-steel. |
| -- | (OCoLC)fst01115617 |
| 650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | Steel |
| -- | (OCoLC)fst01132480 |
| 650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | Thin-walled structures. |
| -- | (OCoLC)fst01150059 |
| 994 ## - | |
| -- | C0 |
| -- | DG1 |
No items available.