flat plate slab design.pdf

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    ArchitecturalEngineeringSeniorThesis WashingtonParkCondominiums

    FinalReport Mt.Lebanon,PA

    B.Follett Page68

    AppendixA:FlatPlateReinforceConcreteSlabDesign

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    ArchitecturalEngineeringSeniorThesis WashingtonParkCondominiums

    FinalReport Mt.Lebanon,PA

    B.Follett Page70

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    FinalReport Mt.Lebanon,PA

    B.Follett Page71

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    FinalReport Mt.Lebanon,PA

    B.Follett Page72

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    FinalReport Mt.Lebanon,PA

    B.Follett Page73

    AppendixB:GravityColumnDesign&Foundations

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    FinalReport Mt.Lebanon,PA

    B.Follett Page74

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    FinalReport Mt.Lebanon,PA

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    FinalReport Mt.Lebanon,PA

    B.Follett Page76

    AppendixC:ReinforcedConcreteShearWallDesign

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    ArchitecturalEngineeringSeniorThesis WashingtonParkCondominiums

    FinalReport Mt.Lebanon,PA

    B.Follett Page77

    SR1

    SB1 ST1

    SL1ET1

    EL1

    ER1

    EB1

    ER2

    ET2

    EB2

    EL2

    SB2

    SL2

    ST2

    SR2

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    FinalReport Mt.Lebanon,PA

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    FinalReport Mt.Lebanon,PA

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    FinalReport Mt.Lebanon,PA

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    FinalReport Mt.Lebanon,PA

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    FinalReport Mt.Lebanon,PA

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    FinalReport Mt.Lebanon,PA

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    FinalReport Mt.Lebanon,PA

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    FinalReport Mt.Lebanon,PA

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    FinalReport Mt.Lebanon,PA

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    FinalReport Mt.Lebanon,PA

    B.Follett Page87

    AppendixD:ReinforcedConcreteCouplingBeams

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    FinalReport Mt.Lebanon,PA

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    FinalReport Mt.Lebanon,PA

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    FinalReport Mt.Lebanon,PA

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    AppendixE:ConcreteMomentFrameColumnsandBeams

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    FinalReport Mt.Lebanon,PA

    B.Follett Page94

    Type FlexuralReinf.ShearReinf.

    TransverseReinf.Avmin 0.240

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

    8"for

    24"

    each

    end

    Use(3)#3Ties@24"

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

    8"for24"eachendUse(3)#3Ties@24"

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

    8"for24"eachendUse(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

    ExteriorColumnReinforcementDetail

    ColumnEnds

    ExteriorColumnReinforcementDetail

    ThroughoutColumn

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    ArchitecturalEngineeringSeniorThesis WashingtonParkCondominiums

    FinalReport Mt.Lebanon,PA

    B.Follett Page95

    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

    MomentFrameBeamReinforcement

    DetailBeamEnds

    MomentFrameBeam Reinforcement

    DetailThroughoutBeam

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    FinalReport Mt.Lebanon,PA

    B.Follett Page96

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    AppendixF:VibrationDamperCutsheets

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    FinalReport Mt.Lebanon,PA

    B.Follett Page98

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    AppendixG:ConcreteSlabFasteners

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