The Steel Workshop S16-2009: What's New? - CISC-ICCA

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6: Design requirementsWind loads:One change of note that has occurred in the NBCC is theremoval of exposure C from the wind load commentary.So, those designing buildings in dense urban environments willnow require exposure B and thus be designed for a higher windload effect.S16 -2009What’s New?
13.5 Bending – Laterally supported membersFlexural StrengthMaximum bending strength when member is “fully” laterallysupportedClass 1 and 2: M r = M pNEW -singly symmetric I-sections and T-sections are notpermitted to yield under service loadClass 3: M r = M yClass 4: M r = S e F y& b/t replaced with b el /tS16 -2009What’s New?
Page 4 and 5: 1: Scope and application• Scope:
Page 6: 1: Scope and application• Inspect
Page 9 and 10: 4: Structural documents• Drawings
Page 12 and 13: 5: Material - Standards and identif
Page 14 and 15: 6: Design requirementsSeveral new r
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
Page 64 and 65: 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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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
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Annex K Structural design for fire
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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
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Clause 27 Seismic design 4027.2.8 P
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Clause 27 Seismic design27.6 Type L
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Clause 27 Seismic design27.7 Type D
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Clause 27 Seismic designBuckling re
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Clause 27 Seismic design27.8.3 (BRB
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Clause 27 Seismic design27.8.4 (BRB
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Clause 27 Seismic design27.11 Conve
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Clause 27 Seismic design27.11 Conve
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AcknowledgementsMany thanks go toMi
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The Steel Workshop S16-2009: What's New? - CISC-ICCA

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