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

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17 Composite beams, trusses, and joistsM rc & cIn order to align S16 and A23.3, changes were made in S16 to c , the concrete stress block and hence to the expressionto determine the lever arm.While c increases from 0.60 to 0.65 there is an offset with theintroduction of 1 1 = 0.85 – 0.0015 f’ c 0.67 1 and C’ rThe compressive force in the concrete is then taken as follows:C’ r = 1 c bf’ cThis then affects the calculation of lever arm, e’.S16 -2009What’s New?
18 Composite columnsNew values of c and 1 apply here as well in determining theaxial compressive resistance of the concrete, C’ rFor bending resistance of HSS, c is replaced with 1.18 1 cS16 -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 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
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 112 and 113:
Annex K Structural design for fire
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Page 116 and 117:
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
Page 140 and 141:
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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