- Page 4 and 5: 1: Scope and application• Scope:
- Page 6: 1: Scope and application• Inspect
- Page 12 and 13: 5: Material - Standards and identif
- Page 14 and 15: 6: Design requirementsSeveral new r
- Page 16 and 17: 6: Design requirementsWind loads:On
- Page 18 and 19: 13.6 Bending - Laterally unsupporte
- Page 20 and 21: Position of the load with respect t
- Page 22 and 23: 13.6 (e) Flexure of monosymmetric s
- Page 24 and 25: 13.6 (e) Flexure of monosymmetric s
- Page 26 and 27: 13.4 Shear13.4.1.1 Elastic analysis
- Page 28 and 29: 13.2 Tension & 13.11 Block ShearUlt
- Page 30 and 31: 13.11 Block shearBlock shearApplies
- Page 32 and 33: 13.11 Block shear 10Block shearConn
- Page 34 and 35: 13.3 Axial compressionCompression M
- Page 36 and 37: 13.3 Axial compressionModified dete
- Page 38 and 39: 13.3.3 Single-angle members in comp
- Page 40 and 41: 13.3.3.2 Individual members and pla
- Page 42 and 43: 13.3.3.3 Box and space trussesTo de
- Page 44 and 45: 13.3.3.4 Other membersWhen1 - Angle
- Page 46 and 47: 13.3.5 Members in compression subje
- Page 48 and 49: 25 Column bases and anchor rodsNew
- Page 50 and 51: 15 TrussesAnalysis MethodsSplices1
- Page 52 and 53: 16 Open-web steel joists16.5.3 Veri
- Page 54 and 55: 16 Open-web steel joists16.5.16 Wel
- Page 56 and 57: 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
- Page 74 and 75:
20 Plate walls27.9.2.3 Perforated i
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20 Plate walls27.9.3 BeamsClass 1 a
- Page 78 and 79:
20 Plate walls27.9.7 Protected zone
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13.12 Bolts and local connection re
- Page 82 and 83:
13.12 Bolts and local connection re
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13.14 Welds and high-strength bolts
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21.8.1. Fillers in bolted connectio
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22.2.2 Use of pretensioned high-str
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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
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Clause 27 Seismic design27.1.2 Capa
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Clause 27 Seismic design27.1.7 Prob
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Clause 27 Seismic design27.1.9 Prot
- Page 126 and 127:
Clause 27 Seismic design 4027.2.8 P
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Clause 27 Seismic design27.6 Type L
- Page 130 and 131:
Clause 27 Seismic design27.7 Type D
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Clause 27 Seismic designBuckling re
- 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
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AcknowledgementsMany thanks go toMi