Specification for Structural Steel Buildings

Recommendations

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16.1-x TABLE OF CONTENTS I. DESIGN OF COMPOSITE MEMBERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86 I1. General Provisions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86 1. Concrete and Steel Reinforcement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86 2. Nominal Strength of Composite Sections . . . . . . . . . . . . . . . . . . . . . . . . 87 2a. Plastic Stress Distribution Method . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 2b. Strain Compatibility Method . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 2c. Elastic Stress Distribution Method . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 2d. Effective Stress-Strain Method . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 3. Material Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 4. Classification of Filled Composite Sections for Local Buckling . . . . . . 88 5. Stiffness for Calculation of Required Strengths . . . . . . . . . . . . . . . . . . . 90 I2. Axial Force . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 1. Encased Composite Members . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 1a. Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 1b. Compressive Strength . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91 1c. Tensile Strength . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 92 1d. Load Transfer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 92 1e. Detailing Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 92 2. Filled Composite Members . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 93 2a. Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 93 2b. Compressive Strength . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 93 2c. Tensile Strength . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94 2d. Load Transfer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94 I3. Flexure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94 1. General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94 1a. Effective Width . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94 1b. Strength During Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 2. Composite Beams with Steel Headed Stud or Steel Channel Anchors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 2a. Positive Flexural Strength . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 2b. Negative Flexural Strength . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 2c. Composite Beams with Formed Steel Deck . . . . . . . . . . . . . . . . . . . . . . 96 1. General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96 2. Deck Ribs Oriented Perpendicular to Steel Beam . . . . . . . . . . . . . . 96 3. Deck Ribs Oriented Parallel to Steel Beam . . . . . . . . . . . . . . . . . . . . 96 2d. Load Transfer between Steel Beam and Concrete Slab . . . . . . . . . . . . . . 96 1. Load Transfer for Positive Flexural Strength . . . . . . . . . . . . . . . . . . 96 2. Load Transfer for Negative Flexural Strength . . . . . . . . . . . . . . . . . . 97 3. Encased Composite Members . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 97 4. Filled Composite Members . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 98 4a. Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 98 4b. Flexural Strength . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 98 I4. Shear . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99 1. Filled and Encased Composite Members . . . . . . . . . . . . . . . . . . . . . . . . . 99 2. Composite Beams with Formed Steel Deck . . . . . . . . . . . . . . . . . . . . . . 99 I5. Combined Flexure and Axial Force . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99 Specification for Structural Steel Buildings, July 7, 2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
TABLE OF CONTENTS 16.1-xi I6. Load Transfer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 101 1. General Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 101 2. Force Allocation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 101 2a. External Force Applied to Steel Section . . . . . . . . . . . . . . . . . . . . . . . . 101 2b. External Force Applied to Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102 2c. External Force Applied Concurrently to Steel and Concrete . . . . . . . . 102 3. Force Transfer Mechanisms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102 3a. Direct Bearing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103 3b. Shear Connection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103 3c. Direct Bond Interaction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103 4. Detailing Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 104 4a. Encased Composite Members . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 104 4b. Filled Composite Members . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 104 I7. Composite Diaphragms and Collector Beams . . . . . . . . . . . . . . . . . . . . . . . . 104 I8. Steel Anchors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 104 1. General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 104 2. Steel Anchors in Composite Beams . . . . . . . . . . . . . . . . . . . . . . . . . . . . 105 2a. Strength of Steel Headed Stud Anchors . . . . . . . . . . . . . . . . . . . . . . . . . 105 2b. Strength of Steel Channel Anchors . . . . . . . . . . . . . . . . . . . . . . . . . . . . 106 2c. Required Number of Steel Anchors . . . . . . . . . . . . . . . . . . . . . . . . . . . . 106 2d. Detailing Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 107 3. Steel Anchors in Composite Components . . . . . . . . . . . . . . . . . . . . . . . .107 3a. Shear Strength of Steel Headed Stud Anchors in Composite Components . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 109 3b. Tensile Strength of Steel Headed Stud Anchors in Composite Components . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 109 3c. Strength of Steel Headed Stud Anchors for Interaction of Shear and Tension in Composite Components . . . . . . . . . . . . . . . . . . . . . . . . 110 3d. Shear Strength of Steel Channel Anchors in Composite Components . . 111 3e. Detailing Requirements in Composite Components . . . . . . . . . . . . . . . 112 J. DESIGN OF CONNECTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 113 J1. General Provisions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 113 1. Design Basis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 113 2. Simple Connections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 113 3. Moment Connections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 114 4. Compression Members with Bearing Joints . . . . . . . . . . . . . . . . . . . . . 114 5. Splices in Heavy Sections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 114 6. Weld Access Holes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 115 7. Placement of Welds and Bolts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 115 8. Bolts in Combination with Welds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 115 9. Welded Alterations to Structures with Existing Rivets or Bolts . . . . . . 116 10. High-Strength Bolts in Combination with Rivets . . . . . . . . . . . . . . . . . 116 J2. Welds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 116 1. Groove Welds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 117 1a. Effective Area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 117 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
Page 9: TABLE OF CONTENTS 16.1-ix F12. Unsy
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Page 15 and 16: TABLE OF CONTENTS 16.1-xv APPENDIX
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Page 27 and 28: SYMBOLS 16.1-xxv Symbol Definition
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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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Sect. A2.] REFERENCED SPECIFICATION
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Sect. A3.] MATERIAL 16.1-7 (a) Hot-
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Sect. A3.] MATERIAL 16.1-9 (b) Nuts
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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
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Comm. H2.] UNSYMMETRIC AND OTHER ME
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Comm. H2.] UNSYMMETRIC AND OTHER ME
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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
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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
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Comm. I3.] FLEXURE 16.1-385 creep c
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Comm. I3.] FLEXURE 16.1-387 2b. Neg
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Comm. I3.] FLEXURE 16.1-389 listed
Page 447 and 448:
Comm. I3.] FLEXURE 16.1-391 directl
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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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