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Design Forms • Concrete
Page 1 of 1

Concrete

Posted: 18 Mar 2015, 09:24
by PetrS
IO.Setup.Concrete.Defaults.Beam.Longitudinal.Lower.Cover
IO.Setup.Concrete.Defaults.Beam.Longitudinal.Lower.Diameter
IO.Setup.Concrete.Defaults.Beam.Longitudinal.Lower.TypeOfCover
IO.Setup.Concrete.Defaults.Beam.Longitudinal.Side.Cover
IO.Setup.Concrete.Defaults.Beam.Longitudinal.Side.TypeOfCover
IO.Setup.Concrete.Defaults.Beam.Longitudinal.Upper.Cover
IO.Setup.Concrete.Defaults.Beam.Longitudinal.Upper.Diameter
IO.Setup.Concrete.Defaults.Beam.Longitudinal.Upper.TypeOfCover
IO.Setup.Concrete.Defaults.Beam.Stirrups.Angle
IO.Setup.Concrete.Defaults.Beam.Stirrups.Diameter
IO.Setup.Concrete.Defaults.Beam.Stirrups.NumberOfCuts
IO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Lower.Cover
IO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Lower.Diameter
IO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Lower.TypeOfCover
IO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Upper.Cover
IO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Upper.Diameter
IO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Upper.TypeOfCover
IO.Setup.Concrete.Defaults.Column.Longitudinal.Main.Cover
IO.Setup.Concrete.Defaults.Column.Longitudinal.Main.Diameter
IO.Setup.Concrete.Defaults.Column.Longitudinal.Main.TypeOfCover
IO.Setup.Concrete.Defaults.Column.Stirrups.Diameter
IO.Setup.Concrete.Defaults.Column.Stirrups.NumberOfCuts
IO.Setup.Concrete.Defaults.DefaultSwayType.SwayAroundYAxis
IO.Setup.Concrete.Defaults.DefaultSwayType.SwayAroundZAxis

IO.Setup.Concrete.Defaults.MinCover.AbrasionAttack
IO.Setup.Concrete.Defaults.MinCover.ConChars.TypeOfConcrete
IO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.Carbonation
IO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.FreezeThaw
IO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.Chemical
IO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.Chlorides
IO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.ChloridesSea
IO.Setup.Concrete.Defaults.MinCover.DesignWorkingLife
IO.Setup.Concrete.Defaults.MinCover.SpecialControl.Geometric
IO.Setup.Concrete.Defaults.MinCover.SpecialControl.Quality
IO.Setup.Concrete.Defaults.MinCover.SurfaceType
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.AngleOfFirstLayerOfReinforcement
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.AngleOfSecondLayerOfReinforcement
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.Cover
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.DiameterFirst
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.DiameterSecond
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.TypeOfCover
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.AngleOfFirstLayerOfReinforcement
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.AngleOfSecondLayerOfReinforcement
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.Cover
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.DiameterFirst
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.DiameterSecond
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.TypeOfCover
IO.Setup.Concrete.Defaults.Wall.Longitudinal.Main.AngleOfFirstLayerOfReinforcement
IO.Setup.Concrete.Defaults.Wall.Longitudinal.Main.AngleOfSecondLayerOfReinforcement
IO.Setup.Concrete.Defaults.Wall.Longitudinal.Main.Cover
IO.Setup.Concrete.Defaults.Wall.Longitudinal.Main.DiameterFirst
IO.Setup.Concrete.Defaults.Wall.Longitudinal.Main.DiameterSecond
IO.Setup.Concrete.Defaults.Wall.Longitudinal.Main.TypeOfCover
IO.Setup.Concrete.Solver.CrackingForces.TypeStrengthForCrackingForces
IO.Setup.Concrete.Solver.CrackingForces.ValueStrengthForCrackingForces
IO.Setup.Concrete.Solver.Deflections.MaximalAdditionalDisplacement
IO.Setup.Concrete.Solver.Deflections.MaximalTotalDisplacement
IO.Setup.Concrete.Solver.DesignAs.ReductionStrengthOfConcrete
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.CheckMaxBarDistance
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.CheckMaxBarTorsion
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.CheckMaxPercentage
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.CheckMinBarDistance
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.CheckMinPercentage
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.CheckMinPercentageSecMember
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.MaxBarDistance
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.MaxBarTorsion
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.MinBarDistance
IO.Setup.Concrete.Solver.DetProv.Beam.Stirrups.CheckMaxLongSpacingShear
IO.Setup.Concrete.Solver.DetProv.Beam.Stirrups.CheckMaxLongSpacingTorsion
IO.Setup.Concrete.Solver.DetProv.Beam.Stirrups.CheckMaxPercentage
IO.Setup.Concrete.Solver.DetProv.Beam.Stirrups.CheckMaxTransvSpacingShear
IO.Setup.Concrete.Solver.DetProv.Beam.Stirrups.CheckMinMandrelDiameter
IO.Setup.Concrete.Solver.DetProv.Beam.Stirrups.CheckMinPercentage
IO.Setup.Concrete.Solver.DetProv.BeamSlab.Longitudinal.CheckMaxBarDistance
IO.Setup.Concrete.Solver.DetProv.BeamSlab.Longitudinal.CheckMaxPercentage
IO.Setup.Concrete.Solver.DetProv.BeamSlab.Longitudinal.CheckMinBarDistance
IO.Setup.Concrete.Solver.DetProv.BeamSlab.Longitudinal.CheckMinPercentage
IO.Setup.Concrete.Solver.DetProv.BeamSlab.Longitudinal.MinBarDistance
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.CheckMaxBarDistance
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.CheckMaxBarTorsion
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.CheckMaxPercentage
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.CheckMinBarDiameter
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.CheckMinBarDistance
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.CheckMinNumBarsInCircularColumn
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.CheckMinPercentage
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.MaxBarDistance
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.MaxBarTorsion
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.MinBarDistance
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.MinNumBarsInCircularColumn
IO.Setup.Concrete.Solver.DetProv.Column.Transverse.CheckMaxLongSpacing
IO.Setup.Concrete.Solver.DetProv.Column.Transverse.CheckMinBarDiameter
IO.Setup.Concrete.Solver.DetProv.Column.Transverse.CheckMinMandrelDiameter
IO.Setup.Concrete.Solver.DetProv.Column.Transverse.MinBarDiameter
IO.Setup.Concrete.Solver.DetProv.Column.Transverse.MinBarDiameterPerc
IO.Setup.Concrete.Solver.DetProv.DeepBeam.CheckMaxRatioReinf
IO.Setup.Concrete.Solver.DetProv.DeepBeam.CheckMaxSpacingReinf
IO.Setup.Concrete.Solver.DetProv.DeepBeam.CheckMinRatioReinf
IO.Setup.Concrete.Solver.DetProv.DeepBeam.CheckMinSpacingReinfBar
IO.Setup.Concrete.Solver.DetProv.DeepBeam.MaxSpacingReinfDist
IO.Setup.Concrete.Solver.DetProv.DeepBeam.MaxSpacingReinfHCoeff
IO.Setup.Concrete.Solver.DetProv.PlateShellPlate.CheckMaxRatioPrincipalReinf
IO.Setup.Concrete.Solver.DetProv.PlateShellPlate.CheckMaxSpacingPrincipalLongitudinalReinf
IO.Setup.Concrete.Solver.DetProv.PlateShellPlate.CheckMaxSpacingSecondaryLongitudinalReinf
IO.Setup.Concrete.Solver.DetProv.PlateShellPlate.CheckMinRatioPrincipalReinf
IO.Setup.Concrete.Solver.DetProv.PlateShellPlate.CheckMinSpacingReinfBar
IO.Setup.Concrete.Solver.DetProv.PlateShellPlate.CheckMintransverseRatioSecondaryReinf
IO.Setup.Concrete.Solver.DetProv.PlateShellPlate.MinTransverseRatioSecondaryReinf
IO.Setup.Concrete.Solver.DetProv.WallShellWall.CheckMaxRatioVerticalReinf
IO.Setup.Concrete.Solver.DetProv.WallShellWall.CheckMaxSpacingHorizontalReinf
IO.Setup.Concrete.Solver.DetProv.WallShellWall.CheckMaxSpacingVerticalReinf
IO.Setup.Concrete.Solver.DetProv.WallShellWall.CheckMinRatioHorizontalReinf
IO.Setup.Concrete.Solver.DetProv.WallShellWall.CheckMinRatioVerticalReinf
IO.Setup.Concrete.Solver.DetProv.WallShellWall.CheckMinSpacingReinfBar
IO.Setup.Concrete.Solver.DetProv.WallShellWall.MaxSpacingHorizontalReinf
IO.Setup.Concrete.Solver.DetProv.WallShellWall.MaxSpacingVerticalReinfDistance
IO.Setup.Concrete.Solver.DetProv.WallShellWall.MaxSpacingVerticalReinfHcoeff
IO.Setup.Concrete.Solver.General.AdditionalTensileByShearForce
IO.Setup.Concrete.Solver.General.Coeffcom
IO.Setup.Concrete.Solver.General.Coeffd
IO.Setup.Concrete.Solver.General.Coeffz
IO.Setup.Concrete.Solver.General.Creep.RH
IO.Setup.Concrete.Solver.General.Creep.t
IO.Setup.Concrete.Solver.General.Creep.t0
IO.Setup.Concrete.Solver.General.Creep.Typeφ
IO.Setup.Concrete.Solver.General.Creep.φ
IO.Setup.Concrete.Solver.General.LimCheck
IO.Setup.Concrete.Solver.General.NcalcCheck
IO.Setup.Concrete.Solver.General.SLS.UseEffectiveModulusOfConcrete
IO.Setup.Concrete.Solver.IntDiagram.DivisionOfStrain
IO.Setup.Concrete.Solver.IntDiagram.Method
IO.Setup.Concrete.Solver.IntDiagram.NumberOfPointsInVerticalCut
IO.Setup.Concrete.Solver.IntForces.InternalForcesSLS.UseGeoImp
IO.Setup.Concrete.Solver.IntForces.IsolatedMember
IO.Setup.Concrete.Solver.IntForces.ULS.MomentReductionAtSupports
IO.Setup.Concrete.Solver.IntForces.ULS.RatioReinf
IO.Setup.Concrete.Solver.IntForces.ULS.ShearForceReductionAtSupports
IO.Setup.Concrete.Solver.IntForces.ULS.TypeOfShearForceReductionAtSupports
IO.Setup.Concrete.Solver.IntForces.ULS.UseGeoImp
IO.Setup.Concrete.Solver.IntForces.ULS.UseMinEcc
IO.Setup.Concrete.Solver.IntForces.ULS.UseSecEffect
IO.Setup.Concrete.Solver.IntForces.ULS.UseShifting
IO.Setup.Concrete.Solver.IntForces.UnfavourDir
IO.Setup.Concrete.Solver.IntForces.UseEqValue
IO.Setup.Concrete.Solver.Shear.Cotθ
IO.Setup.Concrete.Solver.Shear.ShearBetweenWebAndFlanges.AngleOfCompressionStrut
IO.Setup.Concrete.Solver.Shear.ShearBetweenWebAndFlanges.CotangentAngleOfCompressionStrut
IO.Setup.Concrete.Solver.Shear.ShearBetweenWebAndFlanges.TypeAngleCompressionStrut
IO.Setup.Concrete.Solver.Shear.Typeθ
IO.Setup.Concrete.Solver.Shear.θ
IO.Setup.Concrete.Solver.StressLimitations.IndirectLoad
IO.Setup.Concrete.Solver.Torsion.EquivThinWalledCSS

IO.Setup.Concrete.Defaults.Beam

Posted: 15 Sep 2015, 11:13
by jkrsik
bIO.Setup.Concrete.Defaults.Beam.Longitudinal.Lower.Cover/b
= Cover to the edge of lower longitudinal reinforcement on beam in m
default value 0.030

bIO.Setup.Concrete.Defaults.Beam.Longitudinal.Lower.Diameter/b
= User defined value of diameter of lower longitudinal reinforcement on beam in m
default value 0.016

bIO.Setup.Concrete.Defaults.Beam.Longitudinal.Lower.TypeOfCover/b
= 0, Cover is calculated automatically
= 1, User defined value of cover is used
default value 0

bIO.Setup.Concrete.Defaults.Beam.Longitudinal.Side.Cover/b
= Cover to the edge of side longitudinal reinforcement on beam in m
default value 0.030

bIO.Setup.Concrete.Defaults.Beam.Longitudinal.Side.TypeOfCover/b
= 0, Cover is taken from upper longitudinal reinforcement
= 1, Cover is taken from lower longitudinal reinforcement
= 2, User defined value of cover is used
default value 0

bIO.Setup.Concrete.Defaults.Beam.Longitudinal.Upper.Cover/b
= Cover to the edge of upper longitudinal reinforcement on beam in m
default value 0.030

bIO.Setup.Concrete.Defaults.Beam.Longitudinal.Upper.Diameter/b
= User defined value of diameter of upper longitudinal reinforcement on beam in m
default value 0.016

bIO.Setup.Concrete.Defaults.Beam.Longitudinal.Upper.TypeOfCover/b
= 0, Cover is calculated automatically
= 1, User defined value of cover is used
default value 0

bIO.Setup.Concrete.Defaults.Beam.Stirrups.Angle/b
= Angle of stirrups from horizontal axis in rad.
default value 1,5708 (90 degrees - vertical stirrups)

bIO.Setup.Concrete.Defaults.Beam.Stirrups.Diameter/b
= User defined value of diameter of stirrups on beam in m
default value 0.008

bIO.Setup.Concrete.Defaults.Beam.Stirrups.NumberOfCuts/b
= User defined number of cuts of stirrups
default value 2

IO.Setup.Concrete.Defaults.BeamSlab

Posted: 15 Sep 2015, 11:16
by jkrsik
bIO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Lower.Cover/b
= Cover to the edge of lower reinforcement on BeamSlab in m
default value 0.030


bIO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Lower.Diameter/b
= User defined value of diameter of lower reinforcement on BeamSlab in m
default value 0.016

bIO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Lower.TypeOfCover/b
= 0, Cover is calculated automatically
= 1, User defined value of cover is used
default value 0

bIO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Upper.Cover/b
= Cover to the edge of upper reinforcement on BeamSlab in m
default value 0.030

bIO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Upper.Diameter/b
= User defined value of diameter of upper reinforcement on BeamSlab in m
default value 0.016

bIO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Upper.TypeOfCover/b
= 0, Cover is calculated automatically
= 1, User defined value of cover is used
default value 0

IO.Setup.Concrete.Defaults.Column

Posted: 15 Sep 2015, 11:20
by jkrsik
bIO.Setup.Concrete.Defaults.Column.Longitudinal.Main.Cover/b
= Cover to the edge of main reinforcement on Column in m
default value 0.030

bIO.Setup.Concrete.Defaults.Column.Longitudinal.Main.Diameter/b
= User defined value of diameter of main reinforcement on Column in m
default value 0.016

bIO.Setup.Concrete.Defaults.Column.Longitudinal.Main.TypeOfCover/b
= 0, Cover is calculated automatically
= 1, User defined value of cover is used
default value 0

bIO.Setup.Concrete.Defaults.Column.Stirrups.Diameter/b
= User defined value of diameter of stirrups on Column in m
default value 0.008

bIO.Setup.Concrete.Defaults.Column.Stirrups.NumberOfCuts/b
= User defined number of cuts of stirrups
default value 2

IO.Setup.Concrete.Defaults.DefaultSwayType

Posted: 15 Sep 2015, 11:25
by jkrsik
bIO.Setup.Concrete.Defaults.DefaultSwayType.SwayAroundYAxis/b
= Sway around y axis
= 0, NO
= 1, YES
default value 1

bIO.Setup.Concrete.Defaults.DefaultSwayType.SwayAroundZAxis/b
= Sway around z axis
= 0, NO
= 1, YES
default value 1

IO.Setup.Concrete.Defaults.MinCover

Posted: 15 Sep 2015, 11:44
by jkrsik
bIO.Setup.Concrete.Defaults.MinCover.AbrasionAttack/b
= Risk of abrasion attack, EN 1992-1-1, §4.4.1.2(13)
= 0, None
= 1, XM1
= 2, XM2
= 3, XM3
default value 0

bIO.Setup.Concrete.Defaults.MinCover.ConChars.TypeOfConcrete/b
= Type of concrete, EN 1992-1-1, §4.4.1.3(1P, 9)
= 0, In-situ
= 1, Prefabricated
default value 0

bIO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.Carbonation/b
= Corosion induced by carbonation, EN 1992-1-1, §4.4.1.2(5)
= 0, None
= 1, XC1
= 2, XC2
= 3, XC3
= 4, XC4
default value 3

bIO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.FreezeThaw/b
= Freeze / thaw attack, EN 1992-1-1, §4.4.1.2(12)
= 0, None
= 1, XF1
= 2, XF2
= 3, XF3
= 4, XF4
default value 0

bIO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.Chemical/b
= Chemical attack, EN 1992-1-1, §4.4.1.2(12)
= 0, None
= 1, XA1
= 2, XA2
= 3, XA3
default value 0

bIO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.Chlorides/b
= Corrosion induced by chlorides, EN 1992-1-1, §4.4.1.2(5)
= 0, None
= 1, XD1
= 2, XD2
= 3, XD3
default value 0

bIO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.ChloridesSea/b
= Corrosion induced by chlorides from sea water, EN 1992-1-1, §4.4.1.2(5)
= 0, None
= 1, XS1
= 2, XS2
= 3, XS3
default value 0

bIO.Setup.Concrete.Defaults.MinCover.DesignWorkingLife/b
= Design working life in day, EN 1992-1-1, §4.4.1.2.5(table 4.3N)
default value 18250 (50 years)

bIO.Setup.Concrete.Defaults.MinCover.SpecialControl.Geometric/b
= Special geometric control, EN 1992-1-1, §4.4.1.3(3)
= 0, NO
= 1, YES
default value 0

bIO.Setup.Concrete.Defaults.MinCover.SpecialControl.Quality/b
= Special concrete quality control, EN 1992-1-1, §4.4.1.2(5)
= 0, NO
= 1, YES
default value 0

bIO.Setup.Concrete.Defaults.MinCover.SurfaceType/b
= Risk of casting on atypical surface, EN 1992-1-1, §4.4.1.3(4)
= 0, Standard
= 1, Against prepared ground
= 2, Against soil
= 3, Uneven surface
default value 0

IO.Setup.Concrete.Defaults.PlateShell

Posted: 07 Jan 2016, 11:59
by jkrsik
bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.AngleOfFirstLayerOfReinforcement/b
= Angle of first layer of lower reinforcement in rad.
default value 0 (0 degrees - reinforcement in x-axis direction)

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.AngleOfSecondLayerOfReinforcement/b
= Angle of second layer of lower reinforcement in rad.
default value 1.5708 (90 degrees - reinforcement in y-axis direction)

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.Cover/b
= User defined value of cover of lower reinforcement in m
default value 0.030

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.DiameterFirst/b
= User defined value of diameter of first layer of lower reinforcement in m
default value 0.010

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.DiameterSecond/b
= User defined value of diameter of second layer of lower reinforcement in m
default value 0.010

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.TypeOfCover/b
= 0, Cover is calculated automatically for lower reinforcement
= 1, User defined value of cover is used
default value 0

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.AngleOfFirstLayerOfReinforcement/b
= Angle of first layer of upper reinforcement in rad.
default value 0 (0 degrees - reinforcement in x-axis direction)

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.AngleOfSecondLayerOfReinforcement/b
= Angle of second layer of upper reinforcement in rad.
default value 1.5708 (90 degrees - reinforcement in y-axis direction)

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.Cover/b
= User defined value of cover of upper reinforcement in m
default value 0.030

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.DiameterFirst/b
= User defined value of diameter of first layer of upper reinforcement in m
default value 0.010

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.DiameterSecond/b
= User defined value of diameter of second layer of upper reinforcement in m
default value 0.010

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.TypeOfCover/b
= 0, Cover is calculated automatically for upper reinforcement
= 1, User defined value of cover is used
default value 0

bIO.Setup.Concrete.Defaults.PlateShell.Transverse.Diameter/b

= Diameter of shear reinforcement in m
default value 0.008