000 06057cam a2200721 i 4500
001 on1104857882
003 OCoLC
005 20220711203710.0
006 m o d
007 cr |||||||||||
008 190607t20202020nju ob 001 0 eng
010 _a 2019023221
040 _aDLC
_beng
_erda
_epn
_cDLC
_dOCLCO
_dOCLCF
_dEBLCP
_dDG1
_dYDX
_dOCLCQ
_dN$T
_dOCLCQ
019 _a1121127058
_a1121453978
020 _a9781119487418
_q(electronic book)
020 _a1119487412
_q(electronic book)
020 _a9781119487388
_q(electronic book)
020 _a1119487382
_q(electronic book)
020 _a9781119487425
_q(electronic book)
020 _a1119487420
_q(electronic book)
020 _z9781119487395
_q(hardcover)
020 _z1119487390
_q(hardcover)
029 1 _aCHNEW
_b001065496
029 1 _aCHVBK
_b575923857
029 1 _aAU@
_b000068658221
035 _a(OCoLC)1104857882
_z(OCoLC)1121127058
_z(OCoLC)1121453978
042 _apcc
050 0 4 _aTA684
_b.Y787 2020
082 0 0 _a624.1/821
_223
049 _aMAIN
100 1 _aYu, Wei-wen,
_d1924-
_eauthor.
_910059
245 1 0 _aCold-formed steel design /
_cWei-Wen Yu, Roger A. LaBoube, Helen Chen.
250 _aFifth edition.
264 1 _aHoboken, NJ :
_bJohn Wiley & Sons, Inc.,
_c2020.
264 4 _c©2020
300 _a1 online resource
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bn
_2rdamedia
338 _aonline resource
_bnc
_2rdacarrier
504 _aIncludes bibliographical references and index.
520 _a"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"--
_cProvided by publisher.
505 8 _aCover; 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 _a1.6.2 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 _a1.8.4 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 _a2.9 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 _a3.4.1 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
588 0 _aOnline resource; title from digital title page (viewed on October 21, 2019).
650 0 _aBuilding, Iron and steel.
_94781
650 0 _aSheet-steel.
_910060
650 0 _aThin-walled structures.
_910061
650 0 _aSteel
_xCold working.
_910062
650 7 _aBuilding, Iron and steel.
_2fast
_0(OCoLC)fst00840918
_94781
650 7 _aSheet-steel.
_2fast
_0(OCoLC)fst01115617
_910060
650 7 _aSteel
_xCold working.
_2fast
_0(OCoLC)fst01132480
_910062
650 7 _aThin-walled structures.
_2fast
_0(OCoLC)fst01150059
_910061
655 4 _aElectronic books.
_93294
700 1 _aLaBoube, Roger A.,
_eauthor.
_910063
700 1 _aChen, Helen
_c(Metallurgist),
_eauthor.
_910064
776 0 8 _iPrint version:
_aYu, Wei-wen, 1924-
_tCold-formed steel design.
_bFifth edition.
_dHoboken : Wiley, 2019
_z9781119487395
_w(DLC) 2019023220
856 4 0 _uhttps://doi.org/10.1002/9781119487425
_zWiley Online Library
942 _cEBK
994 _aC0
_bDG1
999 _c69596
_d69596