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AppendixA:FlatPlateReinforceConcreteSlabDesign

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AppendixB:GravityColumnDesign&Foundations

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AppendixC:ReinforcedConcreteShearWallDesign

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SR1

SB1 ST1

SL1ET1

EL1

ER1

EB1

ER2

ET2EB2

EL2

SB2

SL2

ST2

SR2

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AppendixD:ReinforcedConcreteCouplingBeams

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AppendixE:ConcreteMomentFrameColumnsandBeams

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Type FlexuralReinf.ShearReinf.

TransverseReinf.Avmin 0.240

Corner(C55) (8)#8@9"Use(2)#4Hoops@8"for24"eachend

Use(3)#3Ties@24"

Exterior1(C65) (8)#8@9"Use(2)#4Hoops@8"for24"eachend

Use(3)#3Ties@24"

Exterior2(C80) (8)#8@9"Use(2)#4Hoops@8"for24"eachend

Use(3)#3Ties@24"

ConcreteColumnLoading

Type Area SelfWt. Dead Live Quake Wind Snow LC

Corner(C55) 118.75 49.027 194.750 53.438 9.320 42.520 2.731 415.37

Exterior1(C65) 314.71 49.027 516.124 141.620 20.280 20.200 7.238 855.74

Exterior2(C80) 240.33 49.027 394.141 108.149 14.600 13.020 5.528 663.55

ExteriorColumnReinforcementDetailColumnEnds

ExteriorColumnReinforcementDetailThroughoutColumn

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Beam9(Earthquake)

Story Spandrel V2 T(kft) M3(kft)

ROOF B9 3.86 0.10 29.52

8TH B9 1.82 0.17 13.79

7TH B9 1.72 0.17 13.06

6TH B9 1.72 0.18 13.04

5TH B9 1.63 0.18 12.39

4TH B9 1.5 0.17 11.41

3RD B9 1.35 0.15 9.89

2ND B9 1.05 0.13 5.98

1ST B9 0.62 0.08 4.74

Beam9(Wind)

Story Spandrel V2 T(kft) M3(kft)

ROOF B9 3.95 0.11 30.68

8TH B9 4.91 0.24 37.51

7TH B9 5.04 0.23 38.55

6TH B9 5.27 0.26 40.22

5TH B9 5.3 0.26 40.48

4TH B9 5.19 0.26 39.66

3RD B9 4.83 0.25 36.88

2ND B9 4.22 0.22 32.26

1ST B9 2.75 0.14 21.04

MomentFrameBeamReinforcementDetailBeamEnds

MomentFrameBeam ReinforcementDetailThroughoutBeam

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AppendixF:VibrationDamperCutsheets

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AppendixG:ConcreteSlabFasteners

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