<?xml version="1.0" encoding="utf-8"?>
<ProjectDesignHandrailEntity xmlns:i="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://schemas.agito.si/PROFIS3">
  <ProjectDesignVersion>8300</ProjectDesignVersion>
  <InternalProjectDesignType>2</InternalProjectDesignType>
  <ProjectDesignType>Handrail</ProjectDesignType>
  <ProjectName>Ebauche</ProjectName>
  <DesignName>Garde-corps - 15 mai 2024</DesignName>
  <IsStressDistributionVisible>true</IsStressDistributionVisible>
  <IsAnchorPlatePresent>true</IsAnchorPlatePresent>
  <AnchorPlate>
    <PlateShape>Rectangular</PlateShape>
    <LengthA>150</LengthA>
    <LengthB>100</LengthB>
    <Thickness>15</Thickness>
    <StandoffType>None</StandoffType>
    <StandoffDistance>30</StandoffDistance>
    <StandoffRestraintLevel>1</StandoffRestraintLevel>
    <StandoffNutAndWasherHeight>0</StandoffNutAndWasherHeight>
    <GroutId>38</GroutId>
    <CustomGroutCompressiveStrength>30</CustomGroutCompressiveStrength>
    <IsCompressiveStrengthOfMortarHigh>true</IsCompressiveStrengthOfMortarHigh>
    <SteelTypeId>1</SteelTypeId>
    <IsThicknessOptimizationActive>true</IsThicknessOptimizationActive>
    <CustomAnchorPlateSteelMaterial i:nil="true" />
    <IsAnchorPlateSteelMaterialCustom>false</IsAnchorPlateSteelMaterialCustom>
    <LedgerAngleProfile i:nil="true" />
    <VerifyDiaphragmShear>false</VerifyDiaphragmShear>
    <AngleBracketHeight i:nil="true" />
  </AnchorPlate>
  <IsProfilePresent>true</IsProfilePresent>
  <Profile>
    <ProfileFamilyId>2</ProfileFamilyId>
    <ProfileSizeId>4165</ProfileSizeId>
    <CustomWidth>0</CustomWidth>
    <CustomWidth2>0</CustomWidth2>
    <CustomHeight>33.7</CustomHeight>
    <CustomThickness>2.6</CustomThickness>
    <CustomFlangeThickness>5</CustomFlangeThickness>
    <Angle>1.5707963267948966</Angle>
    <CustomProfileSteelMaterial i:nil="true" />
    <IsProfileSteelMaterialCustom>false</IsProfileSteelMaterialCustom>
    <SteelTypeId>1</SteelTypeId>
    <OffsetX>0</OffsetX>
    <OffsetY>-29.343145750507603</OffsetY>
    <Utilization>100</Utilization>
    <IsWeldVisible>true</IsWeldVisible>
    <WeldThicknessWeb>4</WeldThicknessWeb>
    <WeldThicknessFlange>6</WeldThicknessFlange>
    <WeldMaterialWeb>1</WeldMaterialWeb>
  </Profile>
  <Options>
    <RegionId>2</RegionId>
    <DesignStandard>EC2</DesignStandard>
    <DesignMethodGroup>SOFA_Based</DesignMethodGroup>
    <EtagEnOnly>false</EtagEnOnly>
    <ReportTemplateId>62958</ReportTemplateId>
    <ReportContactPerson>Hattais Pierre</ReportContactPerson>
    <ReportAddress>104, route nationale 113 33490 Caudrot</ReportAddress>
    <ReportCompanyName>GF3M</ReportCompanyName>
    <ReportPhoneNumber>05 57 98 18 88</ReportPhoneNumber>
    <ReportEmail>pierre.hattais@gf3m.fr</ReportEmail>
    <ReportType>Detailed</ReportType>
    <ReportLanguage>12</ReportLanguage>
    <ReportPaperSize>A4</ReportPaperSize>
    <ReportFirstPageNumber>1</ReportFirstPageNumber>
    <NoteLoadCaseResultingAnchorForces></NoteLoadCaseResultingAnchorForces>
    <NoteTensionLoad></NoteTensionLoad>
    <NoteShearLoad></NoteShearLoad>
    <NoteCombinedTensionAndShearLoad></NoteCombinedTensionAndShearLoad>
    <NoteDisplacements></NoteDisplacements>
    <NoteInstallationData></NoteInstallationData>
    <UnitLength>mm</UnitLength>
    <UnitArea>mm2</UnitArea>
    <UnitStress>Nmm2</UnitStress>
    <UnitForce>daN</UnitForce>
    <UnitMoment>daNm</UnitMoment>
    <UnitTemperature>C</UnitTemperature>
    <UnitTime>min</UnitTime>
    <UnitAngle>degree</UnitAngle>
    <UnitPercentage>percent</UnitPercentage>
    <UnitForcePerLength>daN_m</UnitForcePerLength>
    <UnitLengthLarge>m</UnitLengthLarge>
    <UnitStressSmall>kNm2</UnitStressSmall>
    <UnitVelocity>m_s</UnitVelocity>
    <UnitMomentPerLength>daNm_m</UnitMomentPerLength>
    <UnitDensity>kg_m3</UnitDensity>
    <UnitAreaPerLength>None</UnitAreaPerLength>
    <EdgeDistanceDisplayType>FromAnchorCenter</EdgeDistanceDisplayType>
    <CoordinateSystemCenter>Profile</CoordinateSystemCenter>
    <SteelGuideline>EU</SteelGuideline>
    <MinimumConcreteCover i:nil="true" />
    <TrimbleConnectUpload>false</TrimbleConnectUpload>
    <StainlessSteel>false</StainlessSteel>
    <OstInputsEnabled i:nil="true" />
    <AdvancedBaseplateCalculation>
      <UseULSStresses>true</UseULSStresses>
    </AdvancedBaseplateCalculation>
    <MeasureAnchorPlate>UsingOverallWidthAndHeight</MeasureAnchorPlate>
    <MeasureBaseMaterialEdgeFrom>ProfileCenter</MeasureBaseMaterialEdgeFrom>
  </Options>
  <CalculatedData>
    <IsDesignValid>true</IsDesignValid>
    <DesignMethod>SOFA_EN_Mech_HefVar</DesignMethod>
    <EmbedmentDepth>54</EmbedmentDepth>
    <NominalEmbedmentDepth>49</NominalEmbedmentDepth>
    <FastenerFamilyName>HST4-R</FastenerFamilyName>
    <MaxWeldThickness>4</MaxWeldThickness>
    <AnchorLayoutPoints>
      <AnchorLayoutPointEntity>
        <X>-50</X>
        <Y>0</Y>
      </AnchorLayoutPointEntity>
      <AnchorLayoutPointEntity>
        <X>50</X>
        <Y>0</Y>
      </AnchorLayoutPointEntity>
    </AnchorLayoutPoints>
    <AnchorPlatePoints>
      <Point2DEntity>
        <X>-75</X>
        <Y>-50</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>75</X>
        <Y>-50</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>75</X>
        <Y>50</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>-75</X>
        <Y>50</Y>
      </Point2DEntity>
    </AnchorPlatePoints>
    <ProfileLayoutPoints>
      <Point2DEntity>
        <X>7.499999999999999</X>
        <Y>-44.3431457505076</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>7.500000000000001</X>
        <Y>-14.343145750507603</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>-7.499999999999999</X>
        <Y>-14.343145750507603</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>-7.500000000000001</X>
        <Y>-44.3431457505076</Y>
      </Point2DEntity>
    </ProfileLayoutPoints>
    <ArticleNumberMechanical>2408286</ArticleNumberMechanical>
    <ArticleNumberSieveSleeve xmlns:d3p1="http://schemas.microsoft.com/2003/10/Serialization/Arrays" />
    <ProfileName>FL 30x15</ProfileName>
  </CalculatedData>
  <Dialogs />
  <IntegrationDocument xmlns:d2p1="http://schemas.datacontract.org/2004/07/Hilti.PE.IntegrationServices.Shared.Entities.Document" i:nil="true" />
  <CalculationType>Rigid</CalculationType>
  <Stiffeners>
    <IsCustomStiffener>false</IsCustomStiffener>
    <CustomStiffeners />
  </Stiffeners>
  <Welds>
    <DirectWeldThickness>6</DirectWeldThickness>
    <DirectWeldMaterial>1</DirectWeldMaterial>
    <DirectWeldLocation>Double</DirectWeldLocation>
  </Welds>
  <CreatedWithCheckbot>false</CreatedWithCheckbot>
  <Beams />
  <Plates />
  <CheckbotWelds />
  <CheckbotBolts />
  <Anchor>
    <EmbedmentDepthOptimizationType>Optimized</EmbedmentDepthOptimizationType>
    <CustomEmbedmentDepth>120</CustomEmbedmentDepth>
    <AnchorFilters>
      <MinMaxFilters />
      <CheckboxFilters />
    </AnchorFilters>
    <ShowFullInternalPortfolio>false</ShowFullInternalPortfolio>
    <FastenerId>12840</FastenerId>
    <CipMinSpacing i:nil="true" />
    <CipMinimumEdgeDistance i:nil="true" />
    <CustomHeadThickness i:nil="true" />
    <CustomHeadDiameter i:nil="true" />
    <CipAh i:nil="true" />
    <CipK8 i:nil="true" />
  </Anchor>
  <AnchorLayout>
    <OffsetX>0</OffsetX>
    <OffsetY>0</OffsetY>
    <AnchorLayoutId>2</AnchorLayoutId>
    <AnchorLayoutPoints>
      <AnchorLayoutPointEntity>
        <X>-50</X>
        <Y>0</Y>
        <Id>20</Id>
      </AnchorLayoutPointEntity>
      <AnchorLayoutPointEntity>
        <X>50</X>
        <Y>0</Y>
        <Id>21</Id>
      </AnchorLayoutPointEntity>
    </AnchorLayoutPoints>
    <AnchorLayoutRotation>0</AnchorLayoutRotation>
    <IsHiltiSeismicFillingSet>false</IsHiltiSeismicFillingSet>
    <FilledHoleType>None</FilledHoleType>
  </AnchorLayout>
  <BaseMaterial>
    <TemperatureShortTerm>40</TemperatureShortTerm>
    <TemperatureLongTerm>24</TemperatureLongTerm>
    <DrillingMethod>Hammer</DrillingMethod>
    <InstallationDirection>VerticalDownwards</InstallationDirection>
    <Thickness>150</Thickness>
    <ConcreteCharacteristic>Cracked</ConcreteCharacteristic>
    <ConcreteGradeType>Predefined</ConcreteGradeType>
    <ConcreteGradeId>58</ConcreteGradeId>
    <CustomCompressiveStrength>30</CustomCompressiveStrength>
    <HoleType>Dry</HoleType>
    <ConcreteReinforcement>Wide</ConcreteReinforcement>
    <EdgeReinforcementId>1</EdgeReinforcementId>
    <IsSplittingReinforcement>false</IsSplittingReinforcement>
    <TorquingType>Manual</TorquingType>
    <CustomDensity>2500</CustomDensity>
    <CustomPoisson>0.2</CustomPoisson>
    <CustomShearOfSteel>12000</CustomShearOfSteel>
    <CustomElasticity>30000</CustomElasticity>
    <WHGType>None</WHGType>
    <ApplicationType>ConcretePlate</ApplicationType>
    <BalustradeHeight>250</BalustradeHeight>
    <BalustradeWidth>200</BalustradeWidth>
    <ConcreteLengthNegative>1100</ConcreteLengthNegative>
    <ConcreteLengthPositive>200</ConcreteLengthPositive>
    <IsConcreteLengthNegativeReinforced>true</IsConcreteLengthNegativeReinforced>
    <IsConcreteLengthPositiveReinforced>true</IsConcreteLengthPositiveReinforced>
    <IsNonLoadBearingLayerPresent>true</IsNonLoadBearingLayerPresent>
    <NonLoadBearingLayerHeight>100</NonLoadBearingLayerHeight>
    <OffsetX>115</OffsetX>
    <OffsetY>55</OffsetY>
    <StairHeight>150</StairHeight>
    <StairLength>250</StairLength>
  </BaseMaterial>
  <Handrail>
    <ActiveBeam>2</ActiveBeam>
    <BeamBottomSegment>80</BeamBottomSegment>
    <BeamLength>1020</BeamLength>
    <BeamLeverArm>50</BeamLeverArm>
    <BeamToBeamDistance>150</BeamToBeamDistance>
    <BeamType>MultiSpan</BeamType>
    <BuildingCategory>Public</BuildingCategory>
    <CalculatePostAndRailDeflection>true</CalculatePostAndRailDeflection>
    <CladdingBarFloorOffset>200</CladdingBarFloorOffset>
    <CladdingBarRailOffset>200</CladdingBarRailOffset>
    <CladdingBarsCount>3</CladdingBarsCount>
    <CladdingFill>100</CladdingFill>
    <CladdingHeight>995</CladdingHeight>
    <CladdingOffset>25</CladdingOffset>
    <CladdingProfileId>2</CladdingProfileId>
    <CladdingType>None</CladdingType>
    <CladdingWidth>140</CladdingWidth>
    <ConnectionType>TopDirectWelded</ConnectionType>
    <EnvironmentType>Inside</EnvironmentType>
    <FasteningType>Top</FasteningType>
    <HandrailProfile>
      <ProfileFamilyId>13</ProfileFamilyId>
      <ProfileSizeId>3839</ProfileSizeId>
      <CustomWidth>0</CustomWidth>
      <CustomWidth2>0</CustomWidth2>
      <CustomHeight>0</CustomHeight>
      <CustomThickness>0</CustomThickness>
      <CustomFlangeThickness>0</CustomFlangeThickness>
      <Angle>0</Angle>
      <CustomProfileSteelMaterial i:nil="true" />
      <IsProfileSteelMaterialCustom>false</IsProfileSteelMaterialCustom>
      <SteelTypeId>1</SteelTypeId>
    </HandrailProfile>
    <HorizontalPostProfile>
      <ProfileFamilyId>2</ProfileFamilyId>
      <ProfileSizeId>4301</ProfileSizeId>
      <CustomWidth>0</CustomWidth>
      <CustomWidth2>0</CustomWidth2>
      <CustomHeight>0</CustomHeight>
      <CustomThickness>0</CustomThickness>
      <CustomFlangeThickness>0</CustomFlangeThickness>
      <Angle>1.5707963267948966</Angle>
      <CustomProfileSteelMaterial i:nil="true" />
      <IsProfileSteelMaterialCustom>false</IsProfileSteelMaterialCustom>
      <SteelTypeId>1</SteelTypeId>
    </HorizontalPostProfile>
    <HorizontalPostProfileConnection>Transverse</HorizontalPostProfileConnection>
    <IsHorizontalPostProfilePresent>false</IsHorizontalPostProfilePresent>
    <UsePinConnection>false</UsePinConnection>
  </Handrail>
  <Loads>
    <IsLoadCombinationsActive>true</IsLoadCombinationsActive>
    <IsFactoredSustainedLoadsActive>false</IsFactoredSustainedLoadsActive>
    <StandOffDesignMethod>EC2</StandOffDesignMethod>
    <Altitude>200000</Altitude>
    <BuildingDepth>10000</BuildingDepth>
    <BuildingHeight>10000</BuildingHeight>
    <BuildingWidth>10000</BuildingWidth>
    <BuildingZoneId>0</BuildingZoneId>
    <CityAndStateId>1</CityAndStateId>
    <Combi_psi_0_h>0.7</Combi_psi_0_h>
    <Combi_psi_0_h_wind>0.6</Combi_psi_0_h_wind>
    <Combi_psi_0_v>0.7</Combi_psi_0_v>
    <DeadLoad>0.1</DeadLoad>
    <DistanceInsideTownTerrainId>0</DistanceInsideTownTerrainId>
    <DistanceToSeaside>10000000</DistanceToSeaside>
    <DistanceUpwindToShorelineId>0</DistanceUpwindToShorelineId>
    <Gamma_perm_inf>1</Gamma_perm_inf>
    <Gamma_perm_sup_Bridge>1.32</Gamma_perm_sup_Bridge>
    <Gamma_perm_sup_Building>1.35</Gamma_perm_sup_Building>
    <Gamma_var_h_bridge>1.5</Gamma_var_h_bridge>
    <Gamma_var_h_building>1.5</Gamma_var_h_building>
    <Gamma_var_h_wind_bridge>1.6</Gamma_var_h_wind_bridge>
    <Gamma_var_h_wind_building>1.5</Gamma_var_h_wind_building>
    <Gamma_var_v_bridge>1.5</Gamma_var_v_bridge>
    <Gamma_var_v_building>1.5</Gamma_var_v_building>
    <H>1000</H>
    <HandrailHeightOverGround>1020</HandrailHeightOverGround>
    <HandrailLength>10000</HandrailLength>
    <HandrailSafetyClass i:nil="true" />
    <InfillLoadInwards>0</InfillLoadInwards>
    <InfillLoadOutwards>0</InfillLoadOutwards>
    <InfillPunctualLoadInwards>0</InfillPunctualLoadInwards>
    <InfillPunctualLoadOutwards>0</InfillPunctualLoadOutwards>
    <IsBridge>false</IsBridge>
    <IsEmergencyExitOrEscapeRoute>false</IsEmergencyExitOrEscapeRoute>
    <IsFlatBarResistanceConsidered>true</IsFlatBarResistanceConsidered>
    <IsFreeStandingWall>false</IsFreeStandingWall>
    <IsOrographyRelevant>true</IsOrographyRelevant>
    <Ld>1000</Ld>
    <LinearLoadInwards>0</LinearLoadInwards>
    <LinearLoadInwardsHeight>1020</LinearLoadInwardsHeight>
    <LinearLoadOutwards>1</LinearLoadOutwards>
    <LinearLoadOutwardsHeight>1000</LinearLoadOutwardsHeight>
    <Lu>1000</Lu>
    <PunctualLoadInWorstPosition>false</PunctualLoadInWorstPosition>
    <PunctualLoadInwards>400</PunctualLoadInwards>
    <PunctualLoadInwardsHeight>1020</PunctualLoadInwardsHeight>
    <PunctualLoadOutwards>0</PunctualLoadOutwards>
    <PunctualLoadOutwardsHeight>1020</PunctualLoadOutwardsHeight>
    <PunctualLoadRailInwards>0</PunctualLoadRailInwards>
    <PunctualLoadRailOutwards>0</PunctualLoadRailOutwards>
    <ReturnPeriod>0</ReturnPeriod>
    <RoughnessClassId>0</RoughnessClassId>
    <ShowAllLoads>true</ShowAllLoads>
    <TerrainCategoryId>2</TerrainCategoryId>
    <TerrainType>UpwindCliff</TerrainType>
    <VerticalLoad>0</VerticalLoad>
    <VerticalPunctualLoad>0</VerticalPunctualLoad>
    <WindPressure>0.0005</WindPressure>
    <WindUplift>0.0005</WindUplift>
    <WindVelocityId>0</WindVelocityId>
    <WindVelocityPressure>0.0009</WindVelocityPressure>
    <WindZoneId>1</WindZoneId>
    <X>0</X>
    <ZipCodeId i:nil="true" />
  </Loads>
</ProjectDesignHandrailEntity>