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Att
AttElement
AttElementFrame
Elem
Karamba
Loads
Loads Assign
Modify
Solver
Verify

Concrete Design ACI318

Concrete Fram Design ACI318

Inputs

NameIDDescriptionType
VersionVVersion(0=ACI318_14 1=ACI318_11 2=ACI318_08_IBC2009 3=ACI318_19)Integer
No Interaction CurvesICNumber of interaction curves. Value >= 4 and divisible by 4Integer
No Interaction PointsIPNumber of interaction Points. Value >= 5 and oddInteger
Consider Min EccEConsider Minimum EccentricityBoolean
DesignForBCCapacityRatioBCDesign For BC Capacity RatioBoolean
Seismic Design CatSSeismic Design Category:(0=A 1=B 2=C 3=D 4=E 5=F)Integer
Design System Omega0ODesign System Omega0Number
Design System RhoRDesign System RhoNumber
Design System SdsSDesign System RhoNumber
ICC_ESR 2017EConsider ICC_ESR 2017Boolean
Phi Tension ControlledTPhi tension controlled valueNumber
Phi Comp Control TiedCTPhi compression controlled tied valueNumber
Phi Comp Control SpiralCSPhi compression controlled spiral valueNumber
Phi Shear TorsionSPhi shear and/or torsion valueNumber
Phi Shear SeismicSSPhi shear seismicNumber
Phi Joint ShearJSPhi joint shearNumber
Pattern LL FactorPPattern Live Load FactorNumber
Utilization Factor LimitUUtilization Factor LimitNumber
MultiResponseMRMultiResponse(0=Envelopes 1=StepByStep 2=LastStep 3=EnvelopesAll 4=StepByStepAll)Integer
DesignOverWritesODesign Over WritesGeneric Data

Outputs

NameIDDescriptionType
Design CodeDConcrete Design Code ACI318 2Generic Data

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