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

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22.2.2 Use of pretensioned high-strength boltsChange was made to sub-clause (f) to include the word “long”to describe the slotted joint and the qualifying text wasmade to be parenthetical.(f) connections using oversize or long slotted holes (unlessspecifically designed to accommodate movement)22.3.5.2Bolt hole details for long slotted holes:Plate washers or bars are no longer required for bearing-typeconnections in double shear.S16 -2009What’s New?
Joint surface conditionsClauses 24.4 (welding) and 28.7.4.3 (special surfaces)Deals with issue of welding through paint (coatings)Permits welding procedures to be developed and then acceptedby CWBMeant to apply to(a) welding of joist shoes to supporting members;(b) joist bridging;(c) metal deck to supporting members; and(d) shear connectors.HoweverHave welded joists to beams through one coat paints (e.g. CISC/CPMA1-73a) and horizontal bridging for decades without problemsW59 TC discussed at length and will ask S16 TC to withdraw based onan interpretation that the W59 TC made at last meetingS16 -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
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
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 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
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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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