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1: Scope and application• Scope:
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1: Scope and application• Inspect
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4: Structural documents• Drawings
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5: Material - Standards and identif
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6: Design requirementsSeveral new r
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6: Design requirementsWind loads:On
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13.6 Bending - Laterally unsupporte
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Position of the load with respect t
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13.6 (e) Flexure of monosymmetric s
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13.6 (e) Flexure of monosymmetric s
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13.4 Shear13.4.1.1 Elastic analysis
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13.2 Tension & 13.11 Block ShearUlt
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13.11 Block shearBlock shearApplies
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13.11 Block shear 10Block shearConn
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13.3 Axial compressionCompression M
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13.3 Axial compressionModified dete
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13.3.3 Single-angle members in comp
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13.3.3.2 Individual members and pla
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13.3.3.3 Box and space trussesTo de
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13.3.3.4 Other membersWhen1 - Angle
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13.3.5 Members in compression subje
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25 Column bases and anchor rodsNew
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15 TrussesAnalysis MethodsSplices1
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16 Open-web steel joists16.5.3 Veri
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16 Open-web steel joists16.5.16 Wel
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17 Composite beams, trusses, and jo
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17 Composite beams, trusses, and jo
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17 Composite beams, trusses, and jo
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17 Composite beams, trusses, and jo
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18 Composite columns 2018.3 Partial
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20 Plate wallsGeneralClauses have b
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20 Plate walls20.5 Limits on column
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20 Plate walls20.7 & 20.8 Lateral s
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20 Plate wallsType D (ductile) plat
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20 Plate walls27.9.2.3 Perforated i
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20 Plate walls27.9.3 BeamsClass 1 a
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20 Plate walls27.9.7 Protected zone
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13.12 Bolts and local connection re
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- Page 84 and 85: 13.14 Welds and high-strength bolts
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- Page 88 and 89: 22.2.2 Use of pretensioned high-str
- Page 90 and 91: Annex L Design to prevent brittle f
- Page 92 and 93: Annex L Design to prevent brittle f
- Page 94 and 95: Annex L Design to prevent brittle f
- Page 96 and 97: Annex L Design to prevent brittle f
- Page 98 and 99: Annex K Structural design for fire
- Page 100 and 101: Annex K Structural design for fire
- Page 102 and 103: Annex K Structural design for fire
- Page 104 and 105: Annex K Structural design for fire
- Page 106 and 107: Annex K Structural design for fire
- Page 108 and 109: Annex K Structural design for fire
- Page 110 and 111: Annex K Structural design for fire
- Page 112 and 113: Annex K Structural design for fire
- Page 114 and 115: Annex K Structural design for fire
- Page 116 and 117: Annex K Structural design for fire
- Page 118 and 119: Clause 27 Seismic designClause 27
- Page 120 and 121: Clause 27 Seismic design27.1.2 Capa
- Page 122 and 123: Clause 27 Seismic design27.1.7 Prob
- Page 124 and 125: Clause 27 Seismic design27.1.9 Prot
- Page 126 and 127: Clause 27 Seismic design 4027.2.8 P
- Page 128 and 129: Clause 27 Seismic design27.6 Type L
- Page 130 and 131: Clause 27 Seismic design27.7 Type D
- Page 134 and 135: Clause 27 Seismic design27.8.3 (BRB
- Page 136 and 137: Clause 27 Seismic design27.8.4 (BRB
- Page 138 and 139: Clause 27 Seismic design27.11 Conve
- Page 140 and 141: Clause 27 Seismic design27.11 Conve
- Page 142 and 143: AcknowledgementsMany thanks go toMi