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

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Annex K Structural design for fire conditionsPerformance objectives:Design to maintain the load-bearing function of the elementduring the design-basis fire.Satisfy other performance requirements specified for thebuilding occupancy.Deformation criteria of the load-carrying structure may be a keyobjective.Forces and deformations can’t cause a breach of horizontal orvertical fire separation.S16 -2009What’s New?
Annex K Structural design for fire conditionsLoad combinations:D = specified dead loadD + T S + (L or 0.25S)T S = effects due to expansion, contraction, or deflection causedby temperature changes due to the design-basis fire(can be taken equal to zero for statically determinate structuresor for structures that have sufficient ductility to allow theredistribution of temperature forces before collapse) = 1.0 for storage areas, equipment areas, and service rooms,and 0.5 for other occupanciesL = specified occupancy live loadS = specified variable load due to snowNotional lateral loads are to be includedS16 -2009What’s New?
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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
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
Page 66 and 67: 20 Plate wallsGeneralClauses have b
Page 68 and 69: 20 Plate walls20.5 Limits on column
Page 70 and 71: 20 Plate walls20.7 & 20.8 Lateral s
Page 72 and 73: 20 Plate wallsType D (ductile) plat
Page 74 and 75: 20 Plate walls27.9.2.3 Perforated i
Page 76 and 77: 20 Plate walls27.9.3 BeamsClass 1 a
Page 78 and 79: 20 Plate walls27.9.7 Protected zone
Page 80 and 81: 13.12 Bolts and local connection re
Page 82 and 83: 13.12 Bolts and local connection re
Page 84 and 85: 13.14 Welds and high-strength bolts
Page 86 and 87: 21.8.1. Fillers in bolted connectio
Page 88 and 89: 22.2.2 Use of pretensioned high-str
Page 90 and 91: Annex L Design to prevent brittle f
Page 98 and 99: 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 132 and 133: 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
Page 142 and 143: AcknowledgementsMany thanks go toMi
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The Steel Workshop S16-2009: What's New? - CISC-ICCA

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