Specification for Structural Steel Buildings

Recommendations

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16.1-xvi TABLE OF CONTENTS 4. Structural Design Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 226 4a. General Structural Integrity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 226 4b. Strength Requirements and Deformation Limits . . . . . . . . . . . . . . . . . . 226 4c. Design by Advanced Methods of Analysis . . . . . . . . . . . . . . . . . . . . . . 227 4d. Design by Simple Methods of Analysis . . . . . . . . . . . . . . . . . . . . . . . . . 228 4.3. Design by Qualification Testing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 231 1. Qualification Standards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 231 2. Restrained Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 231 3. Unrestrained Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 232 APPENDIX 5. EVALUATION OF EXISTING STRUCTURES . . . . . . . . . . . . . . 233 5.1. General Provisions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 233 5.2. Material Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 233 1. Determination of Required Tests . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 233 2. Tensile Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 233 3. Chemical Composition . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 234 4. Base Metal Notch Toughness . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 234 5. Weld Metal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 234 6. Bolts and Rivets . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 234 5.3. Evaluation by Structural Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 234 1. Dimensional Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 234 2. Strength Evaluation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 235 3. Serviceability Evaluation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 235 5.4. Evaluation by Load Tests . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 235 1. Determination of Load Rating by Testing . . . . . . . . . . . . . . . . . . . . . . . 235 2. Serviceability Evaluation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 236 5.5. Evaluation Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 236 APPENDIX 6. MEMBER STABILITY BRACING . . . . . . . . . . . . . . . . . . . . . . . . 237 6.1. General Provisions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 237 6.2. Column Bracing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 238 1. Panel Bracing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 238 2. Point Bracing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 239 6.3. Beam Bracing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 240 1. Lateral Bracing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 240 1a. Panel Bracing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 240 1b. Point Bracing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 241 2. Torsional Bracing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 241 2a. Point Bracing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 242 2b. Continuous Bracing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 243 6.4 Beam-Column Bracing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 243 APPENDIX 7. ALTERNATIVE METHODS OF DESIGN FOR STABILITY . . 245 7.1. General Stability Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 245 7.2. Effective Length Method . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 245 1. Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 245 2. Required Strengths . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 245 3. Available Strengths . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 246 Specification for Structural Steel Buildings, July 7, 2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
TABLE OF CONTENTS 16.1-xvii 7.3 First-Order Analysis Method . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 246 1. Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 246 2. Required Strengths . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 247 3. Available Strengths . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 248 APPENDIX 8. APPROXIMATE SECOND-ORDER ANALYSIS . . . . . . . . . . . . . 249 8.1. Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 249 8.2. Calculation Procedure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 249 1. Multiplier B 1 for P-δ Effects . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 250 2. Multiplier B 2 for P-Δ Effects . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 251 COMMENTARY ON THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 253 COMMENTARY SYMBOLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 254 COMMENTARY GLOSSARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 256 A. GENERAL PROVISIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 258 A1. Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 258 A2. Referenced Specifications, Codes and Standards . . . . . . . . . . . . . . . . . . . . . 259 A3. Material . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 259 1. Structural Steel Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 259 1a. ASTM Designations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 259 1c. Rolled Heavy Shapes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 263 2. Steel Castings and Forgings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 263 3. Bolts, Washers and Nuts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 264 4. Anchor Rods and Threaded Rods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 265 5. Consumables for Welding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 265 A4. Structural Design Drawings and Specifications . . . . . . . . . . . . . . . . . . . . . . 266 B. DESIGN REQUIREMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 267 B1. General Provisions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 267 B2. Loads and Load Combinations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 267 B3. Design Basis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 269 1. Design for Strength Using Load and Resistance Factor Design (LRFD) . 270 2. Design for Strength Using Allowable Strength Design (ASD) . . . . . . . 272 3. Required Strength . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 274 4. Design of Connections and Supports . . . . . . . . . . . . . . . . . . . . . . . . . . . 274 5. Design of Diaphragms and Collectors . . . . . . . . . . . . . . . . . . . . . . . . . . 279 6. Design of Anchorages to Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . 280 7. Design for Stability . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 280 8. Design for Serviceability . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 280 9. Design for Structural Integrity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 280 10. Design for Ponding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 281 11. Design for Fatigue . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 282 12. Design for Fire Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 282 13. Design for Corrosion Effects . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 282 Specification for Structural Steel Buildings, July 7, 2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
Page 1 and 2: ANSI/AISC 360-16 An American Nation
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Page 5 and 6: PREFACE 16.1-v The Committee honors
Page 7 and 8: TABLE OF CONTENTS 16.1-vii 1. Class
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Page 41 and 42: 16-xli GLOSSARY Notes: (1) Terms de
Page 43 and 44: GLOSSARY 16.1-xliii Concrete crushi
Page 45 and 46: GLOSSARY 16.1-xlv Filler metal. Met
Page 47 and 48: GLOSSARY 16.1-xlvii Length effects.
Page 49 and 50: GLOSSARY 16.1-xlix Point brace. Bra
Page 51 and 52: GLOSSARY 16.1-li Single-concentrate
Page 53 and 54: GLOSSARY 16.1-liii Uneven load dist
Page 55 and 56: ABBREVIATIONS 16.1-lv QCP (quality
Page 57 and 58: 16.1-1 CHAPTER A GENERAL PROVISIONS
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16.1-11 CHAPTER B DESIGN REQUIREMEN
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Sect. B3.] DESIGN BASIS 16.1-13 The
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Sect. B3.] DESIGN BASIS 16.1-15 (c)
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Sect. B4.] MEMBER PROPERTIES 16.1-1
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Sect. B4.] MEMBER PROPERTIES 16.1-1
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Sect. B7.] EVALUATION OF EXISTING S
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Sect. C2.] CALCULATION OF REQUIRED
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Sect. C2.] CALCULATION OF REQUIRED
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Sect. C3.] CALCULATION OF AVAILABLE
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Sect. D5.] PIN-CONNECTED MEMBERS 16
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Sect. D6.] EYEBARS 16.1-31 (a) For
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16.1-33 CHAPTER E DESIGN OF MEMBERS
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Sect. E3.] FLEXURAL BUCKLING OF MEM
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Sect. E4.] TORSIONAL AND FLEXUAL-TO
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Sect. E6.] BUILT-UP MEMBERS 16.1-39
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Sect. E6.] BUILT-UP MEMBERS 16.1-41
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Sect. E7.] MEMBERS WITH SLENDER ELE
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Chap. F] DESIGN OF MEMBERS FOR FLEX
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(c) When L b > L r M n = F cr S x
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Sect. F3.] DOUBLY SYMMETRIC I-SHAPE
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Sect. F4.] OTHER I-SHAPED MEMBERS W
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Sect. F4.] OTHER I-SHAPED MEMBERS W
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Sect. F5.] DOUBLY SYMMETRIC AND SIN
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Sect. F7.] SQUARE AND RECTANGULAR H
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Sect. F8.] ROUND HSS 16.1-59 L r ,
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Sect. F9.] TEES AND DOUBLE ANGLES L
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Sect. F10.] SINGLE ANGLES 16.1-63 I
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Sect. F11.] RECTANGULAR BARS AND RO
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Sect. F13.] PROPORTIONS OF BEAMS AN
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Sect. F13.] PROPORTIONS OF BEAMS AN
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Sect. G2.] I-SHAPED MEMBERS AND CHA
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Sect. G2.] I-SHAPED MEMBERS AND CHA
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Sect. G6.] WEAK-AXIS SHEAR IN DOUBL
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16.1-77 CHAPTER H DESIGN OF MEMBERS
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Sect. H1.] DOUBLY AND SINGLY SYMMET
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Sect. H3.] MEMBERS SUBJECT TO TORSI
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Sect. H3.] MEMBERS SUBJECT TO TORSI
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Sect. H4.] RUPTURE OF FLANGES WITH
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Sect. I1.] GENERAL PROVISIONS 16.1-
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Sect. I1.] GENERAL PROVISIONS 16.1-
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Sect. I2.] AXIAL FORCE 16.1-91 (b)
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Sect. I2.] AXIAL FORCE 16.1-93 2. F
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Sect. I3.] FLEXURE 16.1-95 1b. Stre
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Sect. I3.] FLEXURE 16.1-97 V′, be
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Sect. I5.] COMBINED FLEXURE AND AXI
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Sect. I6.] LOAD TRANSFER 16.1-101 P
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Sect. I6.] LOAD TRANSFER 16.1-103 3
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Sect. I8.] STEEL ANCHORS 16.1-105 2
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Sect. I8.] STEEL ANCHORS 16.1-107 h
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Sect. I8.] STEEL ANCHORS 16.1-109 3
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Sect. I8.] STEEL ANCHORS 16.1-111 F
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16.1-113 CHAPTER J DESIGN OF CONNEC
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Sect. J1.] GENERAL PROVISIONS 16.1-
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Sect. J2.] WELDS 16.1-117 TABLE J2.
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Sect. J2.] WELDS 16.1-119 TABLE J2.
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Sect. J2.] WELDS 16.1-121 • Welds
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Sect. J2.] WELDS 16.1-123 Nominal E
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Sect. J2.] WELDS 16.1-125 5. Combin
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Sect. J3.] BOLTS AND THREADED PARTS
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Sect. J4.] AFFECTED ELEMENTS OF MEM
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Sect. J6.] SPLICES 16.1-139 J5. FIL
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Sect. J9.] ANCHOR RODS AND EMBEDMEN
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Sect. J10.] FLANGES AND WEBS WITH C
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16.1-149 CHAPTER K ADDITIONAL REQUI
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Sect.K2.] CONCENTRATED FORCES ON HS
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Sect. K4.] HSS-TO-HSS MOMENT CONNEC
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Sect. K5.] WELDS OF PLATES AND BRAN
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16.1-165 CHAPTER L DESIGN FOR SERVI
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16.1-167 CHAPTER M FABRICATION AND
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Sect. M2.] FABRICATION 16.1-169 Bol
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Sect. M4.] ERECTION 16.1-171 from m
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Sect. N1.] GENERAL PROVISIONS 16.1-
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Sect. N5.] MINIMUM REQUIREMENTS FOR
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16.1-185 APPENDIX 1 DESIGN BY ADVAN
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App. 1.3.] DESIGN BY INELASTIC ANAL
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App. 2.2.] IMPROVED DESIGN FOR POND
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App. 2.2.] IMPROVED DESIGN FOR POND
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App. 3.3.] PLAIN MATERIAL AND WELDE
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App. 3.4.] BOLTS AND THREADED PARTS
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App. 3.6.] NONDESTRUCTIVE EXAMINATI
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Table A-3.1.] FATIGUE DESIGN PARAME
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App. 4.2.] STRUCTURAL DESIGN FOR FI
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App. 4.3.] DESIGN BY QUALIFICATION
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16.1-233 APPENDIX 5 EVALUATION OF E
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App 5.4.] EVALUATION BY LOAD TESTS
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16.1-237 APPENDIX 6 MEMBER STABILIT
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App. 6.2.] COLUMN BRACING 16.1-239
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App. 6.3.] BEAM BRACING 16.1-241 wh
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App. 6.4.] BEAM-COLUMN BRACING 16.1
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16.1-245 APPENDIX 7 ALTERNATIVE MET
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App. 7.3.] FIRST-ORDER ANALYSIS MET
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16.1-249 APPENDIX 8 APPROXIMATE SEC
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App. 8.2.] CALCULATION PROCEDURE 16
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16.1-253 COMMENTARY on the Specific
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COMMENTARY SYMBOLS 16.1-255 a Braci
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COMMENTARY GLOSSARY 16.1-257 Plasti
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Comm. A3.] MATERIAL 16.1-259 The Co
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Comm. A3.] MATERIAL 16.1-261 TABLE
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Comm. A3.] MATERIAL 16.1-263 1c. Ro
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Comm. A3.] MATERIAL 16.1-265 4. Anc
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16.1-267 CHAPTER B DESIGN REQUIREME
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Comm. B3.] DESIGN BASIS 16.1-269 Th
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Comm. B3.] DESIGN BASIS 16.1-275 In
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Comm. B3.] DESIGN BASIS 16.1-277 Co
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Comm. B3.] DESIGN BASIS 16.1-281 ex
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Comm. B4.] MEMBER PROPERTIES 16.1-2
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Comm. B4.] MEMBER PROPERTIES 16.1-2
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16.1-287 CHAPTER C DESIGN FOR STABI
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Comm. C2.] CALCULATION OF REQUIRED
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Comm. C3.] CALCULATION OF AVAILABLE
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16.1-299 CHAPTER D DESIGN OF MEMBER
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Comm. D3.] EFFECTIVE NET AREA 16.1-
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Comm. D3.] EFFECTIVE NET AREA 16.1-
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Comm. D6.] EYEBARS 16.1-305 D6. EYE
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16.1-307 CHAPTER E DESIGN OF MEMBER
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Comm. E3.] FLEXURAL BUCKLING OF MEM
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Comm. E4.] TORSIONAL AND FLEXURAL-T
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Comm. E4.] TORSIONAL AND FLEXURAL-T
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Comm. E5.] SINGLE-ANGLE COMPRESSION
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Comm. E6.] BUILT-UP MEMBERS 16.1-31
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Comm. E7.] MEMBERS WITH SLENDER ELE
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Comm. E7.] MEMBERS WITH SLENDER ELE
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16.1-323 CHAPTER F DESIGN OF MEMBER
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Comm. F1.] GENERAL PROVISIONS 16.1-
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Comm. F3.] DOUBLY SYMMETRIC I-SHAPE
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Comm. F4.] OTHER I-SHAPED MEMBERS 1
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Comm. F7.] SQUARE AND RECTANGULAR H
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Comm. F9.] TEES AND DOUBLE ANGLES L
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Comm. F9.] TEES AND DOUBLE ANGLES L
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Comm. F10.] SINGLE ANGLES 16.1-341
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Comm. F13.] PROPORTIONS OF BEAMS AN
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Comm. F13.] PROPORTIONS OF BEAMS AN
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Comm. G2.] I-SHAPED MEMBERS AND CHA
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Comm. G2.] I-SHAPED MEMBERS AND CHA
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Comm. G7.] BEAMS AND GIRDERS WITH W
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Comm. H1.] DOUBLY AND SINGLY SYMMET
Page 415 and 416:
Page 417 and 418:
Page 419 and 420:
Comm. H2.] UNSYMMETRIC AND OTHER ME
Page 421 and 422:
Comm. H2.] UNSYMMETRIC AND OTHER ME
Page 423 and 424:
Comm. H3.] MEMBERS SUBJECT TO TORSI
Page 425 and 426:
Comm. H4.] RUPTURE OF FLANGES WITH
Page 427 and 428:
Comm. I1.] GENERAL PROVISIONS 16.1-
Page 429 and 430:
Page 431 and 432:
Page 433 and 434:
Comm. I2.] AXIAL FORCE 16.1-377 Unl
Page 435 and 436:
Comm. I2.] AXIAL FORCE 16.1-379 2.
Page 437 and 438:
Comm. I3.] FLEXURE 16.1-381 1a. Eff
Page 439 and 440:
Comm. I3.] FLEXURE 16.1-383 The use
Page 441 and 442:
Comm. I3.] FLEXURE 16.1-385 creep c
Page 443 and 444:
Comm. I3.] FLEXURE 16.1-387 2b. Neg
Page 445 and 446:
Comm. I3.] FLEXURE 16.1-389 listed
Page 447 and 448:
Comm. I3.] FLEXURE 16.1-391 directl
Page 449 and 450:
Comm. I3.] FLEXURE 16.1-393 factor
Page 451 and 452:
Comm. I5.] COMBINED FLEXURE AND AXI
Page 453 and 454:
Page 455 and 456:
Page 457 and 458:
Comm. I6.] LOAD TRANSFER 16.1-401 a
Page 459 and 460:
Comm. I6.] LOAD TRANSFER 16.1-403 3
Page 461 and 462:
Comm. I7.] COMPOSITE DIAPHRAGMS AND
Page 463 and 464:
Comm. I7.] COMPOSITE DIAPHRAGMS AND
Page 465 and 466:
Comm. I8.] STEEL ANCHORS 16.1-409 2
Page 467 and 468:
Comm. I8.] STEEL ANCHORS 16.1-411 c
Page 469 and 470:
Comm. I8.] STEEL ANCHORS 16.1-413 D
Page 471 and 472:
16.1-415 CHAPTER J DESIGN OF CONNEC
Page 473 and 474:
Comm. J1.] GENERAL PROVISIONS 16.1-
Page 475 and 476:
Comm. J1.] GENERAL PROVISIONS 16.1-
Page 477 and 478:
Comm. J2.] WELDS 16.1-421 capacity
Page 479 and 480:
Comm. J2.] WELDS 16.1-423 in Figure
Page 481 and 482:
Comm. J2.] WELDS 16.1-425 In most c
Page 483 and 484:
Comm. J2.] WELDS 16.1-427 intensity
Page 485 and 486:
Comm. J2.] WELDS 16.1-429 CJP groov
Page 487 and 488:
Comm. J2.] WELDS 16.1-431 6. Filler
Page 489 and 490:
Comm. J3.] BOLTS AND THREADED PARTS
Page 491 and 492:
Page 493 and 494:
Page 495 and 496:
Page 497 and 498:
Page 499 and 500:
Page 501 and 502:
Comm. J4.] AFFECTED ELEMENTS OF MEM
Page 503 and 504:
Comm. J9.] ANCHOR RODS AND EMBEDMEN
Page 505 and 506:
Comm. J10.] FLANGES AND WEBS WITH C
Page 507 and 508:
Page 509 and 510:
Page 511 and 512:
Page 513 and 514:
Page 515 and 516:
Page 517 and 518:
Page 519 and 520:
Comm. K.] HSS AND BOX-SECTION CONNE
Page 521 and 522:
Comm. K1.] GENERAL PROVISIONS AND P
Page 523 and 524:
Comm. K2.] CONCENTRATED FORCES ON H
Page 525 and 526:
Comm. K3.] HSS-TO-HSS TRUSS CONNECT
Page 527 and 528:
Page 529 and 530:
Page 531 and 532:
Comm. K5.] WELDS OF PLATES AND BRAN
Page 533 and 534:
16.1-477 CHAPTER L DESIGN FOR SERVI
Page 535 and 536:
Comm. L3.] DRIFT 16.1-479 Deflectio
Page 537 and 538:
Comm. L5.] WIND-INDUCED MOTION 16.1
Page 539 and 540:
16.1-483 CHAPTER M FABRICATION AND
Page 541 and 542:
Comm. M2.] FABRICATION 16.1-485 10.
Page 543 and 544:
Comm. M4.] ERECTION 16.1-487 4. Fit
Page 545 and 546:
Comm. N2.] FABRICATOR AND ERECTOR Q
Page 547 and 548:
Comm. N4.] INSPECTION AND NONDESTRU
Page 549 and 550:
Comm. N5.] MINIMUM REQUIREMENTS FOR
Page 551 and 552:
Page 553 and 554:
Page 555 and 556:
Page 557 and 558:
Page 559 and 560:
Comm. N6.] APPROVED FABRICATORS AND
Page 561 and 562:
Comm. 1.2.] DESIGN BY ELASTIC ANALY
Page 563 and 564:
Page 565 and 566:
Page 567 and 568:
Comm. 1.3.] DESIGN BY INELASTIC ANA
Page 569 and 570:
Page 571 and 572:
Page 573 and 574:
Page 575 and 576:
Page 577 and 578:
Comm. 2.] DESIGN FOR PONDING 16.1-5
Page 579 and 580:
16.1-523 APPENDIX 3 FATIGUE When th
Page 581 and 582:
Comm. 3.3.] PLAIN MATERIAL AND WELD
Page 583 and 584:
Comm. 3.5.] FABRICATION AND ERECTIO
Page 585 and 586:
Comm. 3.5.] FABRICATION AND ERECTIO
Page 587 and 588:
Comm. 4.1.] GENERAL PROVISIONS 16.1
Page 589 and 590:
Comm. 4.2.] STRUCTURAL DESIGN FOR F
Page 591 and 592:
Page 593 and 594:
Page 595 and 596:
Page 597 and 598:
Page 599 and 600:
Page 601 and 602:
Comm. 4.3.] DESIGN BY QUALIFICATION
Page 603 and 604:
Comm. 4.] ADDITIONAL BIBLIOGRAPHY 1
Page 605 and 606:
16.1-549 APPENDIX 5 EVALUATION OF E
Page 607 and 608:
Comm. 5.4.] EVALUATION BY LOAD TEST
Page 609 and 610:
16.1-553 APPENDIX 6 MEMBER STABILIT
Page 611 and 612:
Page 613 and 614:
Page 615 and 616:
Comm. 6.2.] COLUMN BRACING 16.1-559
Page 617 and 618:
Comm. 6.3.] BEAM BRACING 16.1-561 w
Page 619 and 620:
Comm. 6.3.] BEAM BRACING 16.1-563 L
Page 621 and 622:
Comm. 6.4.] BEAM-COLUMN BRACING 16.
Page 623 and 624:
Comm. 6.4.] BEAM-COLUMN BRACING 16.
Page 625 and 626:
Comm. 7.2.] EFFECTIVE LENGTH METHOD
Page 627 and 628:
Page 629 and 630:
Page 631 and 632:
Page 633 and 634:
Page 635 and 636:
16.1-579 APPENDIX 8 APPROXIMATE SEC
Page 637 and 638:
Comm. 8.] APPROXIMATE SECOND-ORDER
Page 639 and 640:
Page 641 and 642:
Page 643 and 644:
REFERENCES 16.1-587 AISC (1949), Sp
Page 645 and 646:
REFERENCES 16.1-589 API (1993), Rec
Page 647 and 648:
REFERENCES 16.1-591 ASTM (2014), St
Page 649 and 650:
REFERENCES 16.1-593 Bjorhovde, R. (
Page 651 and 652:
REFERENCES 16.1-595 Chen, W.F., Got
Page 653 and 654:
REFERENCES 16.1-597 Earls, C.J. and
Page 655 and 656:
REFERENCES 16.1-599 Frater, G.S. an
Page 657 and 658:
REFERENCES 16.1-601 Han L.H., Yao,
Page 659 and 660:
REFERENCES 16.1-603 Johnston, B.G.
Page 661 and 662:
REFERENCES 16.1-605 Lai, Z. and Var
Page 663 and 664:
REFERENCES 16.1-607 Lyse, I. and Sc
Page 665 and 666:
REFERENCES 16.1-609 Oehlers, D.J. a
Page 667 and 668:
REFERENCES 16.1-611 Robinson, H. an
Page 669 and 670:
REFERENCES 16.1-613 Sherman, D.R. (
Page 671 and 672:
REFERENCES 16.1-615 Vincent, G.S. (
Page 673 and 674:
REFERENCES 16.1-617 Yu, L. and Fran
Page 675 and 676:
METRIC CONVERSION FACTORS 16.1-619
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Specification for Structural Steel Buildings

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