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

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5: Material – Standards and identificationMaterial Selection - Rolled shapesW-shapes - none currently rolled in Canada.ASTM A572 grade 50 generally meets CSA G40.21 grade350W (F y = 345 MPa vs. 350 MPa).ASTM A992 - newer and tighter specification derived fromASTM A572 grade 50 (e.g. F y /F u controlled) - must bespecified for ductile seismic elementsASTM A992 becoming basic steel grade. Can be purchasedwith Charpy V-notch testing to ASTM standardsS16 -2009What’s New?
Page 4 and 5: 1: Scope and application• Scope:
Page 6: 1: Scope and application• Inspect
Page 9: 4: Structural documents• Drawings
Page 13 and 14: 5: Material - Standards and identif
Page 15 and 16: 6: Design requirements• For speci
Page 17 and 18: 13.5 Bending - Laterally supported
Page 19 and 20: 4Mmax222 2 2Mmax 4Ma 7Mb 4Mc2.5M ma
Page 21 and 22: 13.6 (e) Flexure of monosymmetric s
Page 23 and 24: 13.6 (e) Flexure of monosymmetric s
Page 25 and 26: 13.4 ShearShear resistance:Clause 1
Page 27 and 28: 13.2 Tension & 13.11 Block ShearA c
Page 29 and 30: 12 Gross and net areasDefined in Cl
Page 31 and 32: 13.11 Block shearBlock shearNew exp
Page 33 and 34: 13.11 Block shearBlock shearWhat to
Page 35 and 36: 13.3 Axial compressionModified dete
Page 37 and 38: 13.3.2 Flexural, torsional, or flex
Page 39 and 40: 13.3.3.1 GeneralGeneral - single an
Page 41 and 42: 13.3.3.2 Individual members and pla
Page 43 and 44: 13.3.3.3 Box and space trussesModif
Page 45 and 46: 13.3.4 Segmented members in compres
Page 47 and 48: 13.3.5 Members in compression subje
Page 49 and 50: 25 Column bases and anchor rodsBear
Page 51 and 52: 16 Open-web steel joists16.5.1 Load
Page 53 and 54: 16 Open-web steel joists16.5.14 Cam
Page 55 and 56: 16 Open-web steel joists16.12.2 Ere
Page 57 and 58: 17 Composite beams, trusses, and jo
Page 59 and 60: 17 Composite beams, trusses, and jo
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17 Composite beams, trusses, and jo
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18 Composite columnsNew values of
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18 Composite columns18.3 Partially
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20 Plate wallsAngle of inclination:
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20 Plate walls20.5 Limits on column
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20 Plate wallsSeismic requirementsT
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20 Plate wallsType D plate walls1)
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20 Plate walls27.9.2.4 Infill plate
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20 Plate walls27.9.4 ColumnsClass 1
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20 Plate walls27.10 Type LD (limite
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13.12 Bolts and local connection re
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13.13 Welds13.13.2.2 Fillet weldsTw
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21.3 Restrained membersThe shear fo
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21.10 Fastener and welds in combina
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Joint surface conditionsClauses 24.
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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 designStructures
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Clause 27 Seismic design27.1.4 Memb
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Clause 27 Seismic design27.1.8 Stab
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Clause 27 Seismic design27.2.8 Prot
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Clause 27 Seismic design27.5 Type M
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Clause 27 Seismic design27.6.6 Colu
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Clause 27 Seismic design27.7.6 Link
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Clause 27 Seismic design27.8 Type D
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Clause 27 Seismic design27.8.3 (BRB
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Clause 27 Seismic design27.8.6 (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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S16 -2009What’s New?
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The Steel Workshop S16-2009: What's New? - CISC-ICCA

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