8.10.5.13 Pset_MaterialWoodBasedBeam

PSET_TYPEDRIVENOVERRIDE / IfcMaterial / Wood

Natural language names

Material Wood Based Beam

Properties

buildingSMART Data Dictionary

PSD-XML

Name	Type	Description
ApplicableStructuralDesignMethod	P_SINGLEVALUE / IfcLabel	Applicable Structural Design Method
InPlane	COMPLEX / CP_MaterialMechanicalBeam	In Plane Name Type Description YoungModulus P_SINGLEVALUE / IfcModulusOfElasticityMeasure Elastic modulus, mean value, α=0°. YoungModulusMin P_SINGLEVALUE / IfcModulusOfElasticityMeasure Elastic modulus, minimal value, α=0°. YoungModulusPerp P_SINGLEVALUE / IfcModulusOfElasticityMeasure Elastic modulus, mean value, α=90°. YoungModulusPerpMin P_SINGLEVALUE / IfcModulusOfElasticityMeasure Elastic modulus, minimal value, α=90°. ShearModulus P_SINGLEVALUE / IfcModulusOfElasticityMeasure Shear modulus, mean value. ShearModulusMin P_SINGLEVALUE / IfcModulusOfElasticityMeasure Shear modulus, minimal value. BendingStrength P_SINGLEVALUE / IfcPressureMeasure Bending strength. TensileStrength P_SINGLEVALUE / IfcPressureMeasure Tensile strength, α=0°. TensileStrengthPerp P_SINGLEVALUE / IfcPressureMeasure Tensile strength, α=90°. CompStrength P_SINGLEVALUE / IfcPressureMeasure Compressive strength, α=0°. CompStrengthPerp P_SINGLEVALUE / IfcPressureMeasure Compressive strength, α=90°. RaisedCompStrengthPerp P_SINGLEVALUE / IfcPressureMeasure Alternative value for compressive strength, α=90°, which may be used under material and code dependent conditions (e.g. if deformation is tolerable, or far from ends of the member); conditions should be stated in SELF\IfcProperty.Description. ShearStrength P_SINGLEVALUE / IfcPressureMeasure Shear strength. TorsionalStrength P_SINGLEVALUE / IfcPressureMeasure Shear strength in torsion. ReferenceDepth P_SINGLEVALUE / IfcPositiveLengthMeasure Depth in bending for which the mechanical properties are valid; provided as a means to check the integrity of material assignment. InstabilityFactors P_TABLEVALUE / IfcPositiveRatioMeasure / IfcPositiveRatioMeasure Defining values: slenderness ratios; defined values: either factors or divisors of the strength, depending on the design method (if <1: factors, if >1: divisors).
InPlaneNegative	COMPLEX / CP_MaterialMechanicalBeam	In Plane Negative Name Type Description YoungModulus P_SINGLEVALUE / IfcModulusOfElasticityMeasure Elastic modulus, mean value, α=0°. YoungModulusMin P_SINGLEVALUE / IfcModulusOfElasticityMeasure Elastic modulus, minimal value, α=0°. YoungModulusPerp P_SINGLEVALUE / IfcModulusOfElasticityMeasure Elastic modulus, mean value, α=90°. YoungModulusPerpMin P_SINGLEVALUE / IfcModulusOfElasticityMeasure Elastic modulus, minimal value, α=90°. ShearModulus P_SINGLEVALUE / IfcModulusOfElasticityMeasure Shear modulus, mean value. ShearModulusMin P_SINGLEVALUE / IfcModulusOfElasticityMeasure Shear modulus, minimal value. BendingStrength P_SINGLEVALUE / IfcPressureMeasure Bending strength. TensileStrength P_SINGLEVALUE / IfcPressureMeasure Tensile strength, α=0°. TensileStrengthPerp P_SINGLEVALUE / IfcPressureMeasure Tensile strength, α=90°. CompStrength P_SINGLEVALUE / IfcPressureMeasure Compressive strength, α=0°. CompStrengthPerp P_SINGLEVALUE / IfcPressureMeasure Compressive strength, α=90°. RaisedCompStrengthPerp P_SINGLEVALUE / IfcPressureMeasure Alternative value for compressive strength, α=90°, which may be used under material and code dependent conditions (e.g. if deformation is tolerable, or far from ends of the member); conditions should be stated in SELF\IfcProperty.Description. ShearStrength P_SINGLEVALUE / IfcPressureMeasure Shear strength. TorsionalStrength P_SINGLEVALUE / IfcPressureMeasure Shear strength in torsion. ReferenceDepth P_SINGLEVALUE / IfcPositiveLengthMeasure Depth in bending for which the mechanical properties are valid; provided as a means to check the integrity of material assignment. InstabilityFactors P_TABLEVALUE / IfcPositiveRatioMeasure / IfcPositiveRatioMeasure Defining values: slenderness ratios; defined values: either factors or divisors of the strength, depending on the design method (if <1: factors, if >1: divisors).
OutOfPlane	COMPLEX / CP_MaterialMechanicalBeam	Out Of Plane Name Type Description YoungModulus P_SINGLEVALUE / IfcModulusOfElasticityMeasure Elastic modulus, mean value, α=0°. YoungModulusMin P_SINGLEVALUE / IfcModulusOfElasticityMeasure Elastic modulus, minimal value, α=0°. YoungModulusPerp P_SINGLEVALUE / IfcModulusOfElasticityMeasure Elastic modulus, mean value, α=90°. YoungModulusPerpMin P_SINGLEVALUE / IfcModulusOfElasticityMeasure Elastic modulus, minimal value, α=90°. ShearModulus P_SINGLEVALUE / IfcModulusOfElasticityMeasure Shear modulus, mean value. ShearModulusMin P_SINGLEVALUE / IfcModulusOfElasticityMeasure Shear modulus, minimal value. BendingStrength P_SINGLEVALUE / IfcPressureMeasure Bending strength. TensileStrength P_SINGLEVALUE / IfcPressureMeasure Tensile strength, α=0°. TensileStrengthPerp P_SINGLEVALUE / IfcPressureMeasure Tensile strength, α=90°. CompStrength P_SINGLEVALUE / IfcPressureMeasure Compressive strength, α=0°. CompStrengthPerp P_SINGLEVALUE / IfcPressureMeasure Compressive strength, α=90°. RaisedCompStrengthPerp P_SINGLEVALUE / IfcPressureMeasure Alternative value for compressive strength, α=90°, which may be used under material and code dependent conditions (e.g. if deformation is tolerable, or far from ends of the member); conditions should be stated in SELF\IfcProperty.Description. ShearStrength P_SINGLEVALUE / IfcPressureMeasure Shear strength. TorsionalStrength P_SINGLEVALUE / IfcPressureMeasure Shear strength in torsion. ReferenceDepth P_SINGLEVALUE / IfcPositiveLengthMeasure Depth in bending for which the mechanical properties are valid; provided as a means to check the integrity of material assignment. InstabilityFactors P_TABLEVALUE / IfcPositiveRatioMeasure / IfcPositiveRatioMeasure Defining values: slenderness ratios; defined values: either factors or divisors of the strength, depending on the design method (if <1: factors, if >1: divisors).

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