<?xml version="1.0" encoding="utf-8"?>
<ProjectDesignMasonryEntity xmlns:i="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://schemas.agito.si/PROFIS3">
  <ProjectDesignVersion>7600</ProjectDesignVersion>
  <InternalProjectDesignType>3</InternalProjectDesignType>
  <ProjectDesignType>Masonry</ProjectDesignType>
  <ProjectName>2021129 Mineral County Elem School</ProjectName>
  <DesignName>Large Timber Truss Anchor</DesignName>
  <IsStressDistributionVisible>false</IsStressDistributionVisible>
  <IsAnchorPlatePresent>true</IsAnchorPlatePresent>
  <AnchorPlate>
    <PlateShape>Rectangular</PlateShape>
    <LengthA>381</LengthA>
    <LengthB>152.39999999999998</LengthB>
    <Thickness>12.699999999999998</Thickness>
    <StandoffType>None</StandoffType>
    <StandoffDistance>30</StandoffDistance>
    <StandoffRestraintLevel>2</StandoffRestraintLevel>
    <StandoffNutAndWasherHeight>0</StandoffNutAndWasherHeight>
    <GroutId>34</GroutId>
    <CustomGroutCompressiveStrength>120</CustomGroutCompressiveStrength>
    <IsCompressiveStrengthOfMortarHigh>true</IsCompressiveStrengthOfMortarHigh>
    <SteelTypeId>40</SteelTypeId>
    <IsThicknessOptimizationActive>false</IsThicknessOptimizationActive>
    <CustomAnchorPlateSteelMaterial i:nil="true" />
    <IsAnchorPlateSteelMaterialCustom>false</IsAnchorPlateSteelMaterialCustom>
    <LedgerAngleProfile>
      <ProfileFamilyId>160</ProfileFamilyId>
      <ProfileSizeId>12571</ProfileSizeId>
      <CustomWidth>60</CustomWidth>
      <CustomWidth2>0</CustomWidth2>
      <CustomHeight>60</CustomHeight>
      <CustomThickness>5</CustomThickness>
      <CustomFlangeThickness>0</CustomFlangeThickness>
    </LedgerAngleProfile>
    <VerifyDiaphragmShear>true</VerifyDiaphragmShear>
  </AnchorPlate>
  <IsProfilePresent>false</IsProfilePresent>
  <Profile>
    <ProfileFamilyId>28</ProfileFamilyId>
    <ProfileSizeId>2958</ProfileSizeId>
    <CustomWidth>140</CustomWidth>
    <CustomWidth2>0.3</CustomWidth2>
    <CustomHeight>133</CustomHeight>
    <CustomThickness>8.5</CustomThickness>
    <CustomFlangeThickness>8.5</CustomFlangeThickness>
    <Angle>1.5707963267948966</Angle>
    <CustomProfileSteelMaterial i:nil="true" />
    <IsProfileSteelMaterialCustom>false</IsProfileSteelMaterialCustom>
    <SteelTypeId>46</SteelTypeId>
    <OffsetX>0</OffsetX>
    <OffsetY>0</OffsetY>
    <Utilization>100</Utilization>
    <IsWeldVisible>false</IsWeldVisible>
    <WeldThicknessWeb>6</WeldThicknessWeb>
    <WeldThicknessFlange>6</WeldThicknessFlange>
    <WeldMaterialWeb>0</WeldMaterialWeb>
  </Profile>
  <Options>
    <RegionId>6</RegionId>
    <DesignStandard>ACI</DesignStandard>
    <DesignMethodGroup>ASD</DesignMethodGroup>
    <EtagEnOnly>false</EtagEnOnly>
    <ReportTemplateId>15698</ReportTemplateId>
    <ReportContactPerson></ReportContactPerson>
    <ReportAddress></ReportAddress>
    <ReportLoadCombination>7f445430-d6c6-4342-a23b-a1c6ae53ee9d</ReportLoadCombination>
    <ReportCompanyName></ReportCompanyName>
    <ReportPhoneNumber></ReportPhoneNumber>
    <ReportEmail></ReportEmail>
    <ReportType>Detailed</ReportType>
    <ReportLanguage>1033</ReportLanguage>
    <ReportPaperSize>Letter</ReportPaperSize>
    <ReportFirstPageNumber>1</ReportFirstPageNumber>
    <NoteLoadCaseResultingAnchorForces></NoteLoadCaseResultingAnchorForces>
    <NoteTensionLoad></NoteTensionLoad>
    <NoteShearLoad></NoteShearLoad>
    <NoteCombinedTensionAndShearLoad></NoteCombinedTensionAndShearLoad>
    <NoteDisplacements></NoteDisplacements>
    <NoteInstallationData></NoteInstallationData>
    <UnitLength>inch</UnitLength>
    <UnitArea>inch2</UnitArea>
    <UnitStress>PSI</UnitStress>
    <UnitForce>lb</UnitForce>
    <UnitMoment>in_lb</UnitMoment>
    <UnitTemperature>F</UnitTemperature>
    <UnitTime>min</UnitTime>
    <UnitAngle>degree</UnitAngle>
    <UnitPercentage>percent</UnitPercentage>
    <UnitForcePerLength>lb_ft</UnitForcePerLength>
    <UnitLengthLarge>ft</UnitLengthLarge>
    <UnitStressSmall>kNm2</UnitStressSmall>
    <UnitVelocity>m_s</UnitVelocity>
    <UnitMomentPerLength>in_lb_in</UnitMomentPerLength>
    <UnitDensity>lb_ft3</UnitDensity>
    <UnitAreaPerLength>None</UnitAreaPerLength>
    <EdgeDistanceDisplayType>FromWCSOrigin</EdgeDistanceDisplayType>
    <SteelGuideline>ACI</SteelGuideline>
    <MinimumConcreteCover i:nil="true" />
    <TrimbleConnectUpload>false</TrimbleConnectUpload>
    <StainlessSteel>false</StainlessSteel>
    <OstInputsEnabled>true</OstInputsEnabled>
    <AdvancedBaseplateCalculation />
    <MeasureAnchorPlate>UsingOverallWidthAndHeight</MeasureAnchorPlate>
    <MeasureBaseMaterialEdgeFrom>ProfileCenter</MeasureBaseMaterialEdgeFrom>
  </Options>
  <CalculatedData>
    <IsDesignValid>true</IsDesignValid>
    <DesignMethod>ASD</DesignMethod>
    <EmbedmentDepth>114.3</EmbedmentDepth>
    <NominalEmbedmentDepth>114.3</NominalEmbedmentDepth>
    <FastenerFamilyName>HY 270 + threaded rod 5.8</FastenerFamilyName>
    <MaxWeldThickness>0</MaxWeldThickness>
    <AnchorLayoutPoints>
      <AnchorLayoutPointEntity>
        <X>0</X>
        <Y>0</Y>
      </AnchorLayoutPointEntity>
    </AnchorLayoutPoints>
    <AnchorPlatePoints>
      <Point2DEntity>
        <X>-190.5</X>
        <Y>-76.19999999999999</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>190.5</X>
        <Y>-76.19999999999999</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>190.5</X>
        <Y>76.19999999999999</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>-190.5</X>
        <Y>76.19999999999999</Y>
      </Point2DEntity>
    </AnchorPlatePoints>
    <ProfileLayoutPoints />
    <ArticleNumberMechanical>385424</ArticleNumberMechanical>
    <ArticleNumberChemical>2194247</ArticleNumberChemical>
    <ArticleNumberSieveSleeve xmlns:d3p1="http://schemas.microsoft.com/2003/10/Serialization/Arrays" />
    <ProfileName></ProfileName>
    <MortarCalculation>
      <VolumeAmount>19.856643334706412</VolumeAmount>
      <ComputedAmount>1</ComputedAmount>
    </MortarCalculation>
  </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 />
  <CreatedWithCheckbot>false</CreatedWithCheckbot>
  <Anchor>
    <EmbedmentDepthOptimizationType>Optimized</EmbedmentDepthOptimizationType>
    <CustomEmbedmentDepth>120</CustomEmbedmentDepth>
    <AnchorFilters>
      <MinMaxFilters />
      <CheckboxFilters />
    </AnchorFilters>
    <ShowFullInternalPortfolio>false</ShowFullInternalPortfolio>
    <AnchorElementId>7</AnchorElementId>
  </Anchor>
  <AnchorLayout>
    <OffsetX>0</OffsetX>
    <OffsetY>0</OffsetY>
    <AnchorLayoutId>1</AnchorLayoutId>
    <AnchorLayoutPoints>
      <AnchorLayoutPointEntity>
        <X>0</X>
        <Y>0</Y>
        <Id>1</Id>
      </AnchorLayoutPointEntity>
    </AnchorLayoutPoints>
    <AnchorLayoutRotation>0</AnchorLayoutRotation>
    <IsHiltiSeismicFillingSet>false</IsHiltiSeismicFillingSet>
    <FilledHoleType>None</FilledHoleType>
    <MasonryFastenerConfiguration>A</MasonryFastenerConfiguration>
  </AnchorLayout>
  <BaseMaterial>
    <TemperatureShortTerm>0</TemperatureShortTerm>
    <TemperatureLongTerm>0</TemperatureLongTerm>
    <DrillingMethod>Hammer</DrillingMethod>
    <InstallationDirection>VerticalDownwards</InstallationDirection>
    <BrickDataSource>ETA</BrickDataSource>
    <AnchorPosition>TopOfWall</AnchorPosition>
    <BrickCharacteristic>Uncracked</BrickCharacteristic>
    <BrickGroupId>1</BrickGroupId>
    <BrickHeight>193.675</BrickHeight>
    <BrickLayout>StretcherBond</BrickLayout>
    <BrickLength>396.875</BrickLength>
    <BrickSizeId>1</BrickSizeId>
    <BrickWidth>193.675</BrickWidth>
    <CleaningMethod>CompressedAir</CleaningMethod>
    <CustomBrickStrength>0</CustomBrickStrength>
    <CustomJointMaterialStrength>10</CustomJointMaterialStrength>
    <EdgeXNegative>622.2999999999998</EdgeXNegative>
    <EdgeXPositive>622.2999999999998</EdgeXPositive>
    <EdgeYNegative>96.8375</EdgeYNegative>
    <EdgeYPositive>96.8375</EdgeYPositive>
    <FasteningOption>Pre</FasteningOption>
    <HeadJointCompletelyFilled>false</HeadJointCompletelyFilled>
    <HoleCondition>Unknown</HoleCondition>
    <HoleType>Unknown</HoleType>
    <IsBrickLayoutXPositive>false</IsBrickLayoutXPositive>
    <IsEdgeXNegativeConstrained>false</IsEdgeXNegativeConstrained>
    <IsEdgeXNegativeLocked>false</IsEdgeXNegativeLocked>
    <IsEdgeXPositiveConstrained>false</IsEdgeXPositiveConstrained>
    <IsEdgeXPositiveLocked>false</IsEdgeXPositiveLocked>
    <IsEdgeYNegativeConstrained>false</IsEdgeYNegativeConstrained>
    <IsEdgeYNegativeLocked>false</IsEdgeYNegativeLocked>
    <IsEdgeYPositiveConstrained>false</IsEdgeYPositiveConstrained>
    <IsEdgeYPositiveLocked>false</IsEdgeYPositiveLocked>
    <IsJointFilledVertical>true</IsJointFilledVertical>
    <IsPlasteredWall>false</IsPlasteredWall>
    <JointMaterial>M9</JointMaterial>
    <JointThicknessHorizontal>9.525</JointThicknessHorizontal>
    <JointThicknessVertical>9.525</JointThicknessVertical>
    <NearestJointDistance>0</NearestJointDistance>
    <OpenEndedUnits>false</OpenEndedUnits>
    <PlasterThickness>15</PlasterThickness>
    <PlasterYoungsModulus>1000</PlasterYoungsModulus>
    <SolidHeadJoint>false</SolidHeadJoint>
    <TemperatureHNA>20</TemperatureHNA>
    <Thickness>1828.8</Thickness>
    <UseCategory>DD</UseCategory>
  </BaseMaterial>
  <Loads>
    <IsLoadCombinationsActive>true</IsLoadCombinationsActive>
    <IsFactoredSustainedLoadsActive>false</IsFactoredSustainedLoadsActive>
    <StandOffDesignMethod i:nil="true" />
    <LoadType>Static</LoadType>
    <StaticLoadType>Design</StaticLoadType>
    <ForceZ>0</ForceZ>
    <ForceX>0</ForceX>
    <ForceY>4893.043778956782</ForceY>
    <ForceZVariable>0</ForceZVariable>
    <ForceXVariable>0</ForceXVariable>
    <ForceYVariable>0</ForceYVariable>
    <MomentZ>0</MomentZ>
    <MomentX>0</MomentX>
    <MomentY>0</MomentY>
    <MomentZVariable>0</MomentZVariable>
    <MomentXVariable>0</MomentXVariable>
    <MomentYVariable>0</MomentYVariable>
    <ActiveLoadCombinationId>7f445430-d6c6-4342-a23b-a1c6ae53ee9d</ActiveLoadCombinationId>
    <LoadCombinations>
      <LoadCombinationEntity>
        <Id>7f445430-d6c6-4342-a23b-a1c6ae53ee9d</Id>
        <ForceZ>0</ForceZ>
        <ForceX>0</ForceX>
        <ForceY>4893.043778956782</ForceY>
        <MomentZ>0</MomentZ>
        <MomentX>0</MomentX>
        <MomentY>0</MomentY>
        <ForceZVariable>0</ForceZVariable>
        <ForceXVariable>0</ForceXVariable>
        <ForceYVariable>0</ForceYVariable>
        <MomentZVariable>0</MomentZVariable>
        <MomentXVariable>0</MomentXVariable>
        <MomentYVariable>0</MomentYVariable>
        <LoadType>Static</LoadType>
        <Comment>Combination 1</Comment>
        <IsWizardGenerated>false</IsWizardGenerated>
        <LoadCharacteristic i:nil="true" />
      </LoadCombinationEntity>
    </LoadCombinations>
    <ImportLoadCombinations>false</ImportLoadCombinations>
    <LoadCombinationsCalculationType>All</LoadCombinationsCalculationType>
    <LoadsPositionZ>0</LoadsPositionZ>
    <DesignMethodHNA>ASD</DesignMethodHNA>
    <LoadCombinationHNAWizard>
      <LoadCombinationHNAWizardEquations />
      <LoadCombinationHNAWizardFactors />
    </LoadCombinationHNAWizard>
    <SeismicCategory>C1</SeismicCategory>
    <SeismicDisplacementsType>ETA</SeismicDisplacementsType>
    <IsSeismicLoadLessThan20Percent>false</IsSeismicLoadLessThan20Percent>
    <SeismicDesignType>Capacity</SeismicDesignType>
    <SeismicDLSTension>3</SeismicDLSTension>
    <SeismicDLSShear>3</SeismicDLSShear>
    <CompressiveStress>0</CompressiveStress>
    <N_Rk>0</N_Rk>
    <OnSiteTestType>Pullout</OnSiteTestType>
    <UseOnSiteTestsData>false</UseOnSiteTestsData>
    <V_Rk>0</V_Rk>
  </Loads>
</ProjectDesignMasonryEntity>