Formulas

EN 1993-1-1 - May 2005 Eurocode 3: Design of steel structures
Part 1-1: General rules and rules for buildings

The table presents a list of formulas from the Eurocode 3 standards for steel structures, tracking their implementation status (:x: or :heavy_check_mark:) and any pertinent remarks. The 'Object Name' column references the corresponding Python entities inside of Blueprints.

The column with header 'NL' for example indicates whether a country specific implementation of the formula is implemented. Naming convention for country specific formulas is 'Form{formula_number}{CountryCode}'. E.g. for Form5Dot1CriteriumDisregardSecondOrderEffects the version specific to the Netherlands would be named Form5Dot1NLCriteriumDisregardSecondOrderEffects.

Total of 108 formulas present.

Formula number Done Remarks Object name NL
2.1 :x: :x:
2.2 :heavy_check_mark: Form2Dot2CharacteristicValueResistance :x:
5.1 :heavy_check_mark: Form5Dot1CriteriumDisregardSecondOrderEffects :heavy_check_mark:
5.2 :x: :x:
5.3 :x: :x:
5.4 :x: :x:
5.5 :x: :x:
5.6 :x: :x:
5.7 :heavy_check_mark: Form5Dot7DisregardFrameSwayImperfections :x:
5.8 :heavy_check_mark: Form5Dot8CheckSlenderness :x:
5.9 :x: :x:
5.10 :x: :x:
5.11 :x: :x:
5.12 :x: :x:
5.13 :x: :x:
5.14 :x: :x:
6.1 :heavy_check_mark: Form6Dot1ElasticVerification :x:
6.2 :heavy_check_mark: Form6Dot2UtilizationRatio :x:
6.3 :heavy_check_mark: Form6Dot3MinDeductionAreaStaggeredFastenerHoles :x:
6.4 :heavy_check_mark: Form6Dot4AdditionalMoment :x:
6.5 :heavy_check_mark: Form6Dot5UnityCheckTensileStrength :x:
6.6 :heavy_check_mark: Form6Dot6DesignPlasticResistanceGrossCrossSection :x:
6.7 :heavy_check_mark: Form6Dot7DesignUltimateResistanceNetCrossSection :x:
6.8 :heavy_check_mark: Form6Dot8NetDesignTensionResistance :x:
6.9 :heavy_check_mark: Form6Dot9CheckCompressionForce :x:
6.10 :heavy_check_mark: Form6Dot10NcRdClass1And2And3 :x:
6.11 :heavy_check_mark: Form6Dot11NcRdClass4 :x:
6.12 :heavy_check_mark: Form6Dot12CheckBendingMoment :x:
6.13 :heavy_check_mark: Form6Dot13MCRdClass1And2 :x:
6.14 :heavy_check_mark: Form6Dot14MCRdClass3 :x:
6.15 :heavy_check_mark: Form6Dot15McRdClass4 :x:
6.16 :heavy_check_mark: Form6Dot16CheckFlangeWithFastenerHoles :x:
6.17 :heavy_check_mark: Form6Dot17CheckShearForce :x:
6.18 :heavy_check_mark: Form6Dot18DesignPlasticShearResistance :x:
6.18 A_v :heavy_check_mark: Various equations :x:
6.19 :heavy_check_mark: Form6Dot19CheckDesignElasticShearResistance :x:
6.20 :heavy_check_mark: Form6Dot20ShearStress :x:
6.21 :heavy_check_mark: Form6Dot21ShearStressIOrHSection :x:
6.22 :heavy_check_mark: Form6Dot22CheckShearBucklingResistance :x:
6.23 :heavy_check_mark: Form6Dot23CheckTorsionalMoment :x:
6.24 :heavy_check_mark: Form6Dot24TotalTorsionalMoment :x:
6.25 :heavy_check_mark: Form6Dot25CheckCombinedShearForceAndTorsionalMoment :x:
6.26 :heavy_check_mark: Form6Dot26VplTRdIOrHSection :x:
6.27 :heavy_check_mark: Form6Dot27VplTRdChannelSection :x:
6.28 :heavy_check_mark: Form6Dot28VplTRdHollowSection :x:
6.29 :heavy_check_mark: Form6Dot29ReducedYieldStrength :x:
6.29 (rho) :heavy_check_mark: Form6Dot29Rho and Form6Dot29RhoWithTorsion :x:
6.30 :heavy_check_mark: Form6Dot30ReducedPlasticResistanceMoment :x:
6.31 :heavy_check_mark: Form6Dot31CheckBendingAndAxialForce :x:
6.32 :heavy_check_mark: Form6Dot32MNrdRectangular :x:
6.33 :heavy_check_mark: Form6Dot33CheckAxialForceY :x:
6.34 :heavy_check_mark: Form6Dot34CheckAxialForceY :x:
6.35 :heavy_check_mark: Form6Dot35CheckAxialForceZ :x:
6.36 :heavy_check_mark: Form6Dot36MomentReduction :x:
6.37 :heavy_check_mark: Form6Dot37And38MomentReduction :x:
6.38 :heavy_check_mark: Form6Dot37And38MomentReduction :x:
6.38n :heavy_check_mark: Form6Dot38N :x:
6.38a :heavy_check_mark: Form6Dot38A :x:
6.39 :heavy_check_mark: Form6Dot39ReducedBendingMomentResistance :x:
6.39 a_w :heavy_check_mark: Form6Dot39awHollowSections and Form6Dot39awWeldedBoxSections :x:
6.40 :heavy_check_mark: Form6Dot40ReducedBendingMomentResistance :x:
6.40 a_f :heavy_check_mark: Form6Dot40afHollowSections and Form6Dot40afWeldedBoxSections :x:
6.41 :heavy_check_mark: Form6Dot41BiaxialBendingCheck :x:
6.42 :heavy_check_mark: Form6Dot42LongitudinalStressClass3CrossSections :x:
6.43 :heavy_check_mark: Form6Dot43LongitudinalStressClass4CrossSections :x:
6.44 :heavy_check_mark: Form6Dot44CombinedCompressionBendingClass4CrossSections :x:
6.45 :heavy_check_mark: Form6Dot45ReducedYieldStrength :x:
6.46 :x: :x:
6.47 :x: :x:
6.48 :x: :x:
6.49 :x: :x:
6.50 :x: :x:
6.51 :x: :x:
6.52 :x: :x:
6.53 :x: :x:
6.54 :x: :x:
6.55 :x: :x:
6.56 :x: :x:
6.57 :x: :x:
6.58 :x: :x:
6.59 :x: :x:
6.60 :x: :x:
6.61 :x: :x:
6.62 :x: :x:
6.63 :x: :x:
6.64 :x: :x:
6.65 :x: :x:
6.66 :x: :x:
6.67 :x: :x:
6.68 :x: :x:
6.69 :x: :x:
6.70 :x: :x:
6.71 :heavy_check_mark: FormADot2CriteriaBasedOnStressRangeLHS and FormADot2CriteriaBasedOnStressRangeRHS :x:
6.72 :x: :x:
6.73 :x: :x:
6.74 :x: :x:
6.75 :x: :x:
BB.1 :x: :x:
BB.2 :x: :x:
BB.3 :x: :x:
BB.4 :x: :x:
BB.5 :x: :x:
BB.6 :x: :x:
BB.7 :x: :x:
BB.8 :x: :x:
BB.9 :x: :x:
BB.10 :x: :x:
BB.11 :x: :x:
BB.12 :x: :x:
BB.13 :x: :x:
BB.14 :x: :x:
BB.15 :x: :x:
BB.16 :x: :x:
BB.17 :x: :x:

The table below presents a list of formulas from the Eurocode 3 standards for steel structures, specific to the National Annex of the Netherlands.

Formula number Done Remarks Object name
NB.1 :x:
NB.2 :x:
NB.3 :x:
NB.4 :x:
NB.5 :x:
NB.6 :x:
NB.7 :x:
NB.8 :x:
NB.9 :x:
NB.10 :x:
NB.11 :x:
NB.12 :x:
NB.13 :x:
NB.14 :x:
NB.15 :x:
NB.16 :x:
NB.17 :x:
NB.18 :x:
NB.19 :x:
NB.20 :x:
NB.21 :x:
NB.22 :x:
NB.23 :x:
NB.24 :x:
NB.25 :x:
NB.26 :x:
NB.27 :x:
NB.28 :x:
NB.29 :x:
NB.30 :x:
NB.31 :x:
NB.32 :x:
NB.33 :x:
NB.34 :x:
NB.35 :x:
NB.36 :x:
NB.37 :x:
NB.38 :x:
NB.39 :x:
NB.40 :x:
NB.41 :x:
NB.42 :x:
NB.43 :x:
NB.44 :x:
NB.45 :x:
NB.46 :x:
NB.47 :x:
NB.48 :x:
NB.49 :x:
NB.50 :x:
NB.51 :x:
NB.52 :x:
NB.53 :x:
NB.54 :x:
NB.55 :x:
NB.56 :x:
NB.57 :x:
NB.58 :x:
NB.59 :x:
NB.60 :x:
NB.61 :x:
NB.62 :x:
NB.63 :x:
NB.64 :x:
NB.65 :x:
NB.66 :x:
NB.67 :x:
NB.68 :x:
NB.69 :x:
NB.70 :x:
NB.71 :x:
NB.72 :x:
NB.73 :x:
NB.74 :x:
NB.75 :x:
NB.76 :x:
NB.77 :x:
NB.78 :x:
NB.79 :x:
NB.80 :x:
NB.81 :x:
NB.82 :x:
NB.83 :x:
NB.84 :x:
NB.85 :x:
NB.86 :x:
NB.BB.1 :x:
NB.NA.1 :x:
NB.NA.2 :x:
NB.NA.3 :x:
NB.NA.4 :x:
NB.NA.5 :x:
NB.NA.6 :x:
NB.NA.7 :x:
NB.NA.8 :x:
NB.NA.9 :x:
NB.NA.10 :x:
NB.NA.11 :x:
NB.NA.12 :x:
NB.NA.13 :x:
NB.NA.14 :x:
NB.NA.15 :x:
NB.NA.16 :x:
NB.NA.17 :x:
NB.NA.18 :x:
NB.NA.19 :x:
NB.NA.20 :x:
NB.NA.21 :x:
NB.NA.22 :x:
NB.NA.23 :x:
NB.NA.24 :x:
NB.NA.25 :x:
NB.NA.26 :x:
NB.NA.27 :x:
NB.NA.28 :x:
NB.NA.29 :x:
NB.NA.30 :x:
NB.NA.31 :x:
NB.NA.32 :x:
NB.NA.33 :x:
NB.NA.34 :x:
NB.NA.35 :x:
NB.NA.36 :x:
NB.NA.37 :x:
NB.NA.38 :x:
NB.NA.39 :x:
NB.NA.40 :x:
NB.NA.41 :x:
NB.NA.42 :x:
NB.NA.43 :x:
NB.NA.44 :x:
NB.NA.45 :x:
NB.NA.46 :x:
NB.NA.47 :x:
NB.NA.48 :x:
NB.NA.49 :x:
NB.NA.50 :x:
NB.NA.51 :x:
NB.NA.52 :x:
NB.NA.53 :x:
NB.NA.54 :x:
NB.NA.55 :x:
NB.NA.56 :x:
NB.NA.57 :x:
NB.NA.58 :x:
NB.NA.59 :x:
NB.NB.1 :x:
NB.NB.2 :x:
NB.NB.3 :x:
NB.NB.4 :x:
NB.NB.5 :x:
NB.NB.6 :x:
NB.NB.7 :x:
NB.NB.8 :x:
NB.NB.9 :x:
NB.NB.10 :x:
NB.NB.11 :x:
NB.NB.12 :x:
NB.NB.13 :x: