Formulas

EN 1992-1-1 - December 2004 Eurocode 2: Design of concrete structures Part 1-1: General rules and rules for buildings

The table presents a list of formulas from the Eurocode 2 standards for concrete structures, tracking their implementation status ( or ) and any pertinent remarks. The 'Object Name' column references the corresponding Python entities inside of Blueprints.

Total of 304 formulas present.

Formula number	Done	Remarks	Object name
3.1			Form3Dot1EstimationConcreteCompressiveStrength
3.2			Form3Dot2CoefficientDependentOfConcreteAge
3.3			Form3Dot3AxialTensileStrengthFromTensileSplittingStrength
3.4			Form3Dot4DevelopmentTensileStrength
3.5			Form3Dot5ApproximationVarianceElasticModulusOverTime
3.6			Form3Dot6CreepDeformationOfConcrete
3.7			Form3Dot7NonLinearCreepCoefficient
3.8			Form3Dot8TotalShrinkage
3.9			Form3Dot9DryingShrinkage
3.10			Form3Dot10CoefficientAgeConcreteDryingShrinkage
3.11			Form3Dot11AutogeneShrinkage
3.12			Form3Dot12AutogeneShrinkageInfinity
3.13			Form3Dot13CoefficientTimeAutogeneShrinkage
3.14			Form3Dot14StressStrainForShortTermLoading
3.15			Form3Dot15DesignValueCompressiveStrength
3.16			Form3Dot16DesignValueTensileStrength
3.17			Form3Dot17CompressiveStressConcrete
3.18			Form3Dot18CompressiveStressConcrete
3.19			Form3Dot19And20EffectivePressureZoneHeight
3.20			Form3Dot19And20EffectivePressureZoneHeight
3.21			Form3Dot21And22EffectiveStrength
3.22			Form3Dot21And22EffectiveStrength
3.23			Form3Dot23FlexuralTensileStrength
3.24			Form3Dot24IncreasedCharacteristicCompressiveStrength
3.25			Form3Dot25IncreasedCharacteristicCompressiveStrength
3.26			Form3Dot26IncreasedStrainAtMaxStrength
3.27			Form3Dot27IncreasedStrainLimitValue
3.28			Form3Dot28RatioLossOfPreStressClass1
3.29			Form3Dot29RatioLossOfPreStressClass2
3.30			Form3Dot30RatioLossOfPreStressClass3
4.1			Form4Dot1NominalConcreteCover
4.2			Form4Dot2MinimumConcreteCover
4.3N			Form4Dot3nCheckExecutionTolerances
4.4N			Form4Dot4nCheckExecutionTolerances
5.1			Form5Dot1Imperfections
5.2			Form5Dot2Eccentricity
5.3a			Form5Dot3aTransverseForceUnbracedMembers
5.3b			Form5Dot3bTransverseForceBracedMembers
5.4			Form5Dot4TransverseForceEffectBracingSystem
5.5			Form5Dot5TransverseForceEffectFloorDiaphragm
5.6			Form5Dot6TransverseForceEffectRoofDiaphragm
5.7			Form5Dot7EffectiveFlangeWidth
5.7a			Form5Dot7aFlangeEffectiveFlangeWidth
5.7b			Form5Dot7bFlangeEffectiveFlangeWidth
5.8			Form5Dot8EffectiveSpan
5.9			Form5Dot9DesignSupportMomentReduction
5.10a			Form5Dot10aRedistributionOfMomentsLowerFck
5.10b			Form5Dot10bRedistributionOfMomentsUpperFck
5.11N			Form5Dot11nShearSlendernessCorrectionFactor
5.12N			Form5Dot12nRatioDistancePointZeroAndMaxMoment
5.13N			Form5Dot13nSlendernessCriterionIsolatedMembers
5.13a			SubForm5Dot13aCreepRatio
5.13b			SubForm5Dot13bMechanicalReinforcementFactor
5.13c			SubForm5Dot13cMomentRatio
5.14			Form5Dot14SlendernessRatio
5.15			Form5Dot15EffectiveLengthBraced
5.16			Form5Dot16EffectiveLengthUnbraced
5.17			Form5Dot17EffectiveLengthBucklingLoad
5.18			Form5Dot18ComparisonGeneralSecondOrderEffects
5.19			Form5Dot19EffectiveCreepCoefficient
5.20			Form5Dot20DesignModulusElasticity
5.21			Form5Dot21NominalStiffness
5.22a			Form5Dot22FactorKs
5.22b			Form5Dot22FactorKc
5.23			Form5Dot23FactorConcreteStrengthClass
5.24			Form5Dot24AxialForceCorrectionFactor
5.25			Form5Dot25AxialForceCorrectionFactor
5.26a			Form5Dot26FactorKs
5.26b			Form5Dot26FactorKs
5.27			Form5Dot27EffectiveDesignModulusElasticity
5.28			Form5Dot28TotalDesignMoment
5.29			Form5Dot29BetaFactor
5.30			Form5Dot30TotalDesignMoment
5.31			Form5Dot31DesignMoment
5.32			Form5Dot32EquivalentFirstOrderEndMoment
5.33			Form5Dot33NominalSecondOrderMoment
5.34			Form5Dot34Curvature
5.35			Form5Dot35EffectiveDepth
5.36			Form5Dot36RelativeAxialForce
5.37			Form5Dot37CreepFactor
5.38a			Form5Dot38aCheckRelativeSlendernessRatio
5.38b			Form5Dot38bCheckRelativeEccentricityRatio
5.39			Form5Dot39SimplifiedCriterionBiaxialBending
5.40a			Form5Dot40aCheckLateralInstability
5.40b			Form5Dot40bCheckLateralInstability
5.41			Form5Dot41MaxForceTendon
5.42			Form5Dot42ConcreteCompressiveStress
5.43			Form5Dot43InitialPrestressForce
5.44			Form5Dot44PrestressLoss
5.45			Form5Dot45LossesDueToFriction
5.46			Form5Dot46TimeDependentLosses
5.47			Form5Dot47UpperCharacteristicPrestressingValue
5.48			Form5Dot48LowerCharacteristicPrestressingValue
6.1			Form6Dot1DesignShearStrength
6.2			Form6Dot2ShearResistance
6.3N			Form6Dot3nShearCapacityWithoutRebar
6.4			Form6Dot4ShearResistance
6.5			Form6Dot5ShearForceCheck
6.6N			Form6Dot6nStrengthReductionFactor
6.7N			Form6Dot7nCheckCotTheta
6.8			Form6Dot8ShearResistance
6.9			Form6Dot9MaximumShearResistance
6.10.abN			Form6Dot10abnStrengthReductionFactor
6.11.abcN			Form6Dot11abcnCompressionChordCoefficient
6.12			Form6Dot12CheckMaxEffectiveCrossSectionalAreaShearReinf
6.13			Form6Dot13ShearResistanceInclinedReinforcement
6.14			Form6Dot14MaxShearResistanceInclinedReinforcement
6.15			Form6Dot15ShearReinforcementResistance
6.16			Form6Dot16NominalWebWidth
6.17			Form6Dot17NominalWebWidth
6.18			Form6Dot18AdditionalTensileForce
6.19			Form6Dot19CheckShearForce
6.20			Form6Dot20LongitudinalShearStress
6.21			Form6Dot21CheckTransverseReinforcement
6.22			Form6Dot22CheckCrushingCompressionStruts
6.23			Form6Dot23CheckShearStressInterface
6.24			Form6Dot24DesignShearStress
6.25			Form6Dot25DesignShearResistance
6.26			Form6Dot26ShearStressInWall
6.27			Form6Dot27ShearForceInWall
6.28			Form6Dot28RequiredCrossSectionalArea
6.29			Form6Dot29CheckTorsionShearResistance
6.30			Form6Dot30DesignTorsionalResistanceMoment
6.31			Form6Dot31CheckTorsionShearResistanceRectangular
6.32			Form6Dot32EffectiveDepthSlab
6.33			Form6Dot33ContourRadiusCircularColumnHeads
6.34			Form6Dot34And35ContourRadiusRectangular
6.35			Form6Dot34And35ContourRadiusRectangular
6.36			Form6Dot36ExternalContourRadiusCircularColumnHeads
6.37			Form6Dot37InternalContourRadiusCircularColumnHeads
6.38			Form6Dot38MaxShearStress
6.39			Form6Dot39BetaCoefficient
6.40
6.41			Form6Dot41W1Rectangular
6.42			Form6Dot42BetaCircular
6.43			Form6Dot43BetaRectangular
6.44			Form6Dot44BetaRectangular
6.45			Form6Dot45W1Rectangular
6.46			Form6Dot46BetaCorner
6.47			Form6Dot47PunchingShearResistance
6.47 k			SubForm6Dot47FactorK
6.47 rho_l			SubForm6Dot47FactorRhoL
6.47 sigma_cp			SubForm6Dot47FactorSigmaCp
6.47 sigma_cy			SubForm6Dot47FactorSigmaCy
6.47 sigma_cz			SubForm6Dot47FactorSigmaCz
6.48			Form6Dot48NetAppliedPunchingForce
6.49			Form6Dot49AppliedPunchingShearStress
6.50			Form6Dot50PunchingStressResistance
6.51			Form6Dot51AppliedPunchingShearStressEccentricLoading
6.52			Form6Dot52PunchingShearResistance
6.53			Form6Dot53CheckPunchingShear
6.54			Form6Dot54ControlPerimeter
6.55			Form6Dot55DesignStrengthConcreteStruts
6.56			Form6Dot56DesignStrengthConcreteStrussTransverseTension
6.57N			Form6Dot57nNuPrime
6.58			Form6Dot58And59TensileForce
6.59			Form6Dot58And59TensileForce
6.60			Form6Dot60DesignValueCompressiveStressResistance
6.61			Form6Dot61DesignValueCompressiveStressResistance
6.62			Form6Dot62DesignValueCompressiveStressResistance
6.63			Form6Dot63ConcentratedResistanceForce
6.64			Form6Dot64BondFactor
6.65			Form6Dot65ConcreteCompressionStrut
6.66
6.67
6.68
6.69
6.70			Form6Dot70FatigueDamageFactor
6.71			Form6Dot71CriteriaBasedOnStressRange
6.72			Form6Dot72FatigueResistanceConcreteCompression
6.73			Form6Dot73StressRatio
6.74			Form6Dot74MinimumCompressiveStressLevel
6.75			Form6Dot75MaximumCompressiveStressLevel
6.76			Form6Dot76DesignFatigueStrengthConcrete
6.77			Form6Dot77FatigueVerification
6.78			Form6Dot78And79FatigueResistance
6.79			Form6Dot78And79FatigueResistance
7.1			Form7Dot1MinReinforcingSteel
7.2			Form7Dot2StressDistributionCoefficient
7.2sub1			Form7Dot2Sub1AxialForceCoefficient
7.3			Form7Dot3CoefficientKc
7.4			Form7Dot4MeanStressConcrete
7.5			Form7Dot5AdjustedBondStrengthRatio
7.6N			Form7Dot6nMaxBarDiameterBending
7.7N			Form7Dot7nMaxBarDiameterTension
7.8			Form7Dot8CrackWidth
7.9			Form7Dot9EpsilonSmMinusEpsilonCm
7.10			Form7Dot10RhoPEff
7.11			Form7Dot11MaximumCrackSpacing
7.12			Form7Dot12EquivalentDiameter
7.13			Form7Dot13CoefficientK2
7.14			Form7Dot14MaximumCrackSpacing
7.15			Form7Dot15MaximumCrackSpacing
7.16.a			Form7Dot16abSpanDepthRatio
7.16.b			Form7Dot16abSpanDepthRatio
7.17			Form7Dot17MultiplicationFactor
7.18			Form7Dot18DeformationParameter
7.19			Form7Dot19DistributionCoefficient
7.20			Form7Dot20EffectiveModulus
7.21			Form7Dot21CurvatureDueToShrinkage
8.1			Form8Dot1RequiredMinimumMandrelDiameter
8.2			Form8Dot2UltimateBondStress
8.3			Form8Dot3RequiredAnchorageLength
8.4			Form8Dot4DesignAnchorageLength
8.5			Form8Dot5ProductAlphas235
8.6			Form8Dot6MinimumTensionAnchorage
8.7			Form8Dot7MinimumCompressionAnchorage
8.8N			Form8Dot8nAnchorageCapacityWeldedTransverseBar
8.9			Form8Dot9AnchorageCapacityWeldedTransverseBarSmallDiamet
8.10			Form8Dot10DesignLapLength
8.11			Form8Dot11MinimumDesignLapLength
8.12			Form8Dot12AdditionalShearReinforcement
8.13			Form8Dot13AdditionalShearReinforcement
8.14			Form8Dot14EquivalentDiameterBundledBars
8.15			Form8Dot15PrestressTransferStress
8.16			Form8Dot16BasicTransmissionLength
8.17			Form8Dot17DesignValueTransmissionLength1
8.18			Form8Dot18DesignValueTransmissionLength2
8.19			Form8Dot19DispersionLength
8.20			Form8Dot20BondStrengthAnchorageULS
8.21			Form8Dot21AnchorageLength
9.1N			Form9Dot1nMinimumTensileReinforcementBeam
9.2			Form9Dot2ShiftInMomentDiagram
9.3			Form9Dot3ShiftInMomentDiagram
9.4			Form9Dot4ShearReinforcementRatio
9.5N			Form9Dot5nMinimumShearReinforcementRatio
9.6N			Form9Dot6nMaximumDistanceShearReinforcement
9.7N			Form9Dot7nMaximumDistanceBentUpBars
9.8N			Form9Dot8nMaximumTransverseDistanceLegsSeriesShearLinks
9.9			Form9Dot9MaximumSpacingSeriesOfLinks
9.10			Form9Dot10MaximumSpacingBentUpBars
9.11			Form9Dot11MinimumShearReinforcement
9.12N			Form9Dot12nMinimumLongitudinalReinforcementColumns
9.13			Form9Dot13TensileForceToBeAnchored
9.14			Form9Dot14SplittingForceColumnOnRock
9.15			Form9Dot15MinimumResistancePeripheralTie
9.16			Form9Dot16MinimumForceOnInternalBeamLine
10.1
10.2
10.3
10.4
10.5
10.6
11.1
11.2
11.3.15
11.3.16
11.3.24
11.3.26
11.3.27
11.6.2
11.6.5
11.6.6N
11.6.47
11.6.50
11.6.52
11.6.53
11.6.63
12.1			Form12Dot1PlainConcreteTensileStrength
12.2			Form12Dot2PlainConcreteBendingResistance
12.3			Form12Dot3PlainConcreteShearStress
12.4			Form12Dot4PlainConcreteShearStress
12.5			Form12Dot5And6PlainConcreteBendingResistance
12.6			Form12Dot5And6PlainConcreteBendingResistance
12.7
12.8
12.9
12.10
12.11
12.12
12.13
B.1
B.2
B.3a
B.3b
B.4
B.5
B.6
B.7
B.8a
B.8b
B.8c
B.9
B.10
B.11
B.12
C.1N
C.2N
C.3
D.1
D.2
F.1
F.2
F.3
F.4
F.5
F.6
F.7
F.8
F.9
F.10
G.1
H.1
H.2
H.3
H.4
H.5
H.6
H.7
H.8
I.1