Enum CalculationType

Namespace: IdeaRS.OpenModel.Concrete.CheckResult

Assembly: IdeaRS.OpenModel.dll

Calculation type

public enum CalculationType

Fields

Baumann = 25: calculation internal forces for slabs/shells/walls
BrittleFailure = 17: brittle failure check
Capacity = 1: calculation of capacity by the interaction diagram
CapacityMesh = 43: interaction diagram on mesh
ColumnForces = 27: Recalculation of internal forces on compression members (effect of geometric imperfections and second order effect).
ConcreteCover = 35: calculation of creep and shrinkage
CrackWidthLong = 11: crack width check - long
CrackWidthShort = 10: crack width check - short
CrackWidthStage = 12: crack width check - stage
CrackingCalculation = 36: calculation if cross section is cracked
CrackingCalculationLong = 38: calculation if cross section is cracked
CrackingCalculationShort = 37: calculation if cross section is cracked
CreepAndShrinkageCoefficient = 34: calculation of creep and shrinkage
CrossSectionCharacteristicsLong = 23: calculation cross-section characteristics - long
CrossSectionCharacteristicsShort = 22: calculation cross-section characteristics - short
CrossSectionCharacteristicsStage = 24: calculation cross-section characteristics - stage
Deflection = 16: deflection check
DesignReinforcement = 42: desing of reinforcement
Detailing = 18: detailing check
Fatigue = 6: calculation - response for fatigue
InitilaStateofCrossSection = 40: initial state of cross-section
Interaction = 5: interaction shear+torsion
LinearStressLong = 20: Linear stress check - long
LinearStressShort = 19: Linear stress check - short
LinearStressStage = 21: Linear stress check - stage
LongTermLosses = 30: calculation long term losses calculation
LongTermLossesCoefficient = 45: calculation long-term losses coefficient
MNKappaDiagramSLSLong = 33: calculation M-N-Kappa diagram SLS-long
MNKappaDiagramSLSShort = 32: calculation M-N-Kappa diagram SLS-short
MNKappaDiagramULS = 31: calculation M-N-Kappa diagram ULS
NotDefined = 0: not defined check
OverallColumnRecalculation = 26: all internal forces are recalculated because of slenderness/imperfections etc...
PrestressEffects = 28: calculation prestress effects
Primaryforces = 29: calculation primary forces
Redistribution = 39: calculation of redistribution
Response = 2: calculation plane of deformation
Shear = 3: shear check
StiffnessLong = 14: stiffness calculation - long
StiffnessShort = 13: stiffness calculation - short
StiffnessStage = 15: stiffness calculation - stage
StiffnessStageLong = 44: calculation siffness with effective modulus of elasticity
StressLimitationLong = 8: stress limitation check - long
StressLimitationShort = 7: stress limitation check - short
StressLimitationStage = 9: stress limitation check - stage
StrutAngle = 41: angle of concrete strut
Torsion = 4: torsion check

Table of Contents

Enum CalculationType

Fields