<?xml version="1.0" encoding="utf-8"?>
<ProjectDesignConcreteEntity xmlns:i="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://schemas.agito.si/PROFIS3">
  <ProjectDesignVersion>6300</ProjectDesignVersion>
  <InternalProjectDesignType>1</InternalProjectDesignType>
  <ProjectDesignType>Concrete</ProjectDesignType>
  <ProjectName>Memorial Hospital in Miami for basteel</ProjectName>
  <DesignName>baseplate@M2 I</DesignName>
  <IsStressDistributionVisible>false</IsStressDistributionVisible>
  <IsAnchorPlatePresent>true</IsAnchorPlatePresent>
  <AnchorPlate>
    <PlateShape>Rectangular</PlateShape>
    <LengthA>533.4</LengthA>
    <LengthB>457.2</LengthB>
    <Thickness>31.75</Thickness>
    <StandoffType>WithGrouting</StandoffType>
    <StandoffDistance>50.79999999999999</StandoffDistance>
    <StandoffRestraintLevel>2</StandoffRestraintLevel>
    <GroutId>37</GroutId>
    <CustomGroutCompressiveStrength>30</CustomGroutCompressiveStrength>
    <IsCompressiveStrengthOfMortarHigh>true</IsCompressiveStrengthOfMortarHigh>
    <SteelTypeId>40</SteelTypeId>
    <IsThicknessOptimizationActive>false</IsThicknessOptimizationActive>
    <CustomAnchorPlateSteelMaterial>
      <Name>Custom anchor plate material</Name>
      <Fy>235</Fy>
      <Fu>360</Fu>
      <Es>200000</Es>
      <Density>7850</Density>
      <Poisson>0.2</Poisson>
      <Bw>0.8</Bw>
      <SteelTypeTDBId>1</SteelTypeTDBId>
    </CustomAnchorPlateSteelMaterial>
    <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>
  </AnchorPlate>
  <IsProfilePresent>true</IsProfilePresent>
  <Profile>
    <ProfileFamilyId>24</ProfileFamilyId>
    <ProfileSizeId>917</ProfileSizeId>
    <CustomWidth>202.184</CustomWidth>
    <CustomWidth2>29.591</CustomWidth2>
    <CustomHeight>247.142</CustomHeight>
    <CustomThickness>7.365999999999999</CustomThickness>
    <CustomFlangeThickness>11.049</CustomFlangeThickness>
    <Angle>0</Angle>
    <CustomProfileSteelMaterial>
      <Name>Custom profile material</Name>
      <Fy>235</Fy>
      <Fu>360</Fu>
      <Es>200000</Es>
      <Density>7850</Density>
      <Poisson>0.2</Poisson>
      <Bw>0.8</Bw>
      <SteelTypeTDBId>1</SteelTypeTDBId>
    </CustomProfileSteelMaterial>
    <IsProfileSteelMaterialCustom>false</IsProfileSteelMaterialCustom>
    <SteelTypeId>42</SteelTypeId>
    <OffsetX>0</OffsetX>
    <OffsetY>0</OffsetY>
    <Utilization>100</Utilization>
    <IsWeldVisible>false</IsWeldVisible>
    <WeldThicknessWeb>4</WeldThicknessWeb>
    <WeldThicknessFlange>5</WeldThicknessFlange>
    <WeldMaterialWeb>0</WeldMaterialWeb>
  </Profile>
  <Options>
    <RegionId>6</RegionId>
    <DesignStandard>ACI</DesignStandard>
    <DesignMethodGroup>ACI31814</DesignMethodGroup>
    <EtagEnOnly>false</EtagEnOnly>
    <ReportTemplateId>17370</ReportTemplateId>
    <ReportContactPerson>Andrew Wiese</ReportContactPerson>
    <ReportAddress>527 Sagamore Parkway West Suite 101</ReportAddress>
    <ReportLoadCombination>596e40bc-d1b3-41cb-93f6-a9200ac7557e</ReportLoadCombination>
    <ReportCompanyName>KJG Engineering</ReportCompanyName>
    <ReportPhoneNumber>7654974598</ReportPhoneNumber>
    <ReportEmail>andreww@kjgengineering.com</ReportEmail>
    <ReportType>Long</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>ft_kip</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>FromAnchorCenter</EdgeDistanceDisplayType>
    <CoordinateSystemCenter>Profile</CoordinateSystemCenter>
    <SteelGuideline>ACI</SteelGuideline>
    <MinimumConcreteCover i:nil="true" />
    <TrimbleConnectUpload>false</TrimbleConnectUpload>
    <StainlessSteel>false</StainlessSteel>
    <OstInputsEnabled i:nil="true" />
    <AdvancedBaseplateCalculation>
      <StopAtLimitStrain>false</StopAtLimitStrain>
      <UseULSStresses>true</UseULSStresses>
    </AdvancedBaseplateCalculation>
    <WeldsCapacityFactor>0.8</WeldsCapacityFactor>
  </Options>
  <CalculatedData>
    <IsDesignValid>true</IsDesignValid>
    <DesignMethod>ACI31814_CIP</DesignMethod>
    <EmbedmentDepth>304.79999999999995</EmbedmentDepth>
    <FastenerFamilyName>Hex Head ASTM F 1554 GR. 55</FastenerFamilyName>
    <MaxWeldThickness>0</MaxWeldThickness>
    <AnchorLayoutPoints>
      <AnchorLayoutPointEntity>
        <X>-203.2</X>
        <Y>-165.1</Y>
      </AnchorLayoutPointEntity>
      <AnchorLayoutPointEntity>
        <X>203.2</X>
        <Y>-165.1</Y>
      </AnchorLayoutPointEntity>
      <AnchorLayoutPointEntity>
        <X>-203.2</X>
        <Y>165.1</Y>
      </AnchorLayoutPointEntity>
      <AnchorLayoutPointEntity>
        <X>203.2</X>
        <Y>165.1</Y>
      </AnchorLayoutPointEntity>
    </AnchorLayoutPoints>
    <AnchorPlatePoints>
      <Point2DEntity>
        <X>-266.7</X>
        <Y>-228.6</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>266.7</X>
        <Y>-228.6</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>266.7</X>
        <Y>228.6</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>-266.7</X>
        <Y>228.6</Y>
      </Point2DEntity>
    </AnchorPlatePoints>
    <ProfileLayoutPoints>
      <Point2DEntity>
        <X>-123.571</X>
        <Y>101.092</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>-123.571</X>
        <Y>-101.092</Y>
      </Point2DEntity>
      <Point2DEntity>
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        <Y>-101.092</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>-112.52199999999999</X>
        <Y>-3.683</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>112.52199999999999</X>
        <Y>-3.683</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>112.52199999999999</X>
        <Y>-101.092</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>123.571</X>
        <Y>-101.092</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>123.571</X>
        <Y>101.092</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>112.52199999999999</X>
        <Y>101.092</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>112.52199999999999</X>
        <Y>3.683</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>-112.52199999999999</X>
        <Y>3.683</Y>
      </Point2DEntity>
      <Point2DEntity>
        <X>-112.52199999999999</X>
        <Y>101.092</Y>
      </Point2DEntity>
    </ProfileLayoutPoints>
    <ArticleNumberMechanical></ArticleNumberMechanical>
    <ArticleNumberSieveSleeve xmlns:d3p1="http://schemas.microsoft.com/2003/10/Serialization/Arrays" />
    <ProfileName>W10X33</ProfileName>
    <Diameter>31.75</Diameter>
    <HoleSize>33.3375</HoleSize>
    <HoleSizeBase>0</HoleSizeBase>
    <IsChemicalAnchor>false</IsChemicalAnchor>
    <IsCounterSunk>false</IsCounterSunk>
    <InsertLength>0</InsertLength>
    <TFixMin>0</TFixMin>
    <TFixMaxPlusHNom>1000</TFixMaxPlusHNom>
    <ProfileHeight>247.142</ProfileHeight>
    <ProfileWidth>202.184</ProfileWidth>
    <ProfileThickness>7.366</ProfileThickness>
    <ProfileFlangeThickness>11.049</ProfileFlangeThickness>
  </CalculatedData>
  <Dialogs />
  <IntegrationDocument xmlns:d2p1="http://schemas.datacontract.org/2004/07/Hilti.PE.IntegrationServices.Shared.Entities.Document">
    <d2p1:Content i:nil="true" />
    <d2p1:DateCreated>2022-05-26T15:21:13.387181Z</d2p1:DateCreated>
    <d2p1:DateModified>2022-05-26T15:21:13.387181Z</d2p1:DateModified>
    <d2p1:DocumentId>a0f69484-00fe-434b-8d2c-86ddeeee0d58</d2p1:DocumentId>
    <d2p1:DocumentName>baseplate@M2 I</d2p1:DocumentName>
    <d2p1:IntegrationType>Risa</d2p1:IntegrationType>
    <d2p1:TransformationDocumentName i:nil="true" />
  </IntegrationDocument>
  <CalculationType>Rigid</CalculationType>
  <Stiffeners>
    <StiffenerMaterial>40</StiffenerMaterial>
    <StiffenerShape>Triangular</StiffenerShape>
    <StiffenerThickness>4</StiffenerThickness>
    <StiffenerLayout>37</StiffenerLayout>
    <StiffenerWidth>50</StiffenerWidth>
    <StiffenerHeight>120</StiffenerHeight>
    <StiffenerHorizontalEdgeLength>25</StiffenerHorizontalEdgeLength>
    <StiffenerVerticalEdgeLength>25</StiffenerVerticalEdgeLength>
    <StiffenerWeldMaterial>95</StiffenerWeldMaterial>
    <StiffenerWeldThickness>4</StiffenerWeldThickness>
    <WeldLocation>Butt</WeldLocation>
    <StiffenerRadialOffset>0.03490658503988659</StiffenerRadialOffset>
    <CustomStiffenerSteelMaterial>
      <Name>Custom stiffeners material</Name>
      <Fy>235</Fy>
      <Fu>360</Fu>
      <Es>200000</Es>
      <Density>7850</Density>
      <Poisson>0.2</Poisson>
      <Bw>0.8</Bw>
      <SteelTypeTDBId>1</SteelTypeTDBId>
    </CustomStiffenerSteelMaterial>
    <IsCustomStiffener>false</IsCustomStiffener>
    <CustomStiffeners />
  </Stiffeners>
  <Welds>
    <WebWeldThickness>6.35</WebWeldThickness>
    <WebWeldMaterial>95</WebWeldMaterial>
    <WebWeldLocation>Double</WebWeldLocation>
    <FlangeWeldThickness>6.35</FlangeWeldThickness>
    <FlangeWeldMaterial>95</FlangeWeldMaterial>
    <FlangeWeldLocation>Butt</FlangeWeldLocation>
    <WeldingType>AutomaticAndMachine</WeldingType>
  </Welds>
  <Anchor>
    <EmbedmentDepthOptimizationType>Optimized</EmbedmentDepthOptimizationType>
    <CustomEmbedmentDepth>304.79999999999995</CustomEmbedmentDepth>
    <AnchorFilters>
      <MinMaxFilters />
      <CheckboxFilters>
        <CheckboxFilter>
          <Id>17</Id>
        </CheckboxFilter>
      </CheckboxFilters>
    </AnchorFilters>
    <FastenerId>1784</FastenerId>
    <ElongationLength>120.015</ElongationLength>
    <CipMinSpacing i:nil="true" />
    <CipMinimumEdgeDistance i:nil="true" />
    <CustomHeadThickness i:nil="true" />
    <CustomHeadDiameter i:nil="true" />
    <CipAh i:nil="true" />
  </Anchor>
  <BaseMaterial>
    <TemperatureShortTerm>0</TemperatureShortTerm>
    <TemperatureLongTerm>0</TemperatureLongTerm>
    <DrillingMethod>Hammer</DrillingMethod>
    <InstallationDirection>VerticalDownwards</InstallationDirection>
    <Thickness>609.5999999999999</Thickness>
    <ConcreteCharacteristic>Cracked</ConcreteCharacteristic>
    <ConcreteGradeType>Predefined</ConcreteGradeType>
    <ConcreteGradeId>66</ConcreteGradeId>
    <CustomCompressiveStrength>25</CustomCompressiveStrength>
    <HoleType>Dry</HoleType>
    <ConcreteReinforcement>Wide</ConcreteReinforcement>
    <EdgeReinforcementId>4</EdgeReinforcementId>
    <IsSplittingReinforcement>false</IsSplittingReinforcement>
    <TorquingType>Manual</TorquingType>
    <CustomDensity>2500</CustomDensity>
    <CustomPoisson>0.2</CustomPoisson>
    <CustomShearOfSteel>12000</CustomShearOfSteel>
    <CustomElasticity>30000</CustomElasticity>
    <WHGType>None</WHGType>
    <EdgeXPositive>812.8</EdgeXPositive>
    <EdgeYPositive>774.6999999999999</EdgeYPositive>
    <EdgeXNegative>508</EdgeXNegative>
    <EdgeYNegative>774.6999999999999</EdgeYNegative>
    <IsEdgeXPositiveReinforced>false</IsEdgeXPositiveReinforced>
    <IsEdgeYPositiveReinforced>false</IsEdgeYPositiveReinforced>
    <IsEdgeXNegativeReinforced>false</IsEdgeXNegativeReinforced>
    <IsEdgeYNegativeReinforced>false</IsEdgeYNegativeReinforced>
    <IsEdgeXPositiveLocked>false</IsEdgeXPositiveLocked>
    <IsEdgeYPositiveLocked>false</IsEdgeYPositiveLocked>
    <IsEdgeXNegativeLocked>false</IsEdgeXNegativeLocked>
    <IsEdgeYNegativeLocked>false</IsEdgeYNegativeLocked>
    <IsLightweightConcrete>false</IsLightweightConcrete>
    <LightweightConcreteLambdaA>0.75</LightweightConcreteLambdaA>
    <HoleCondition>One</HoleCondition>
    <ReinforcementConditionTension>B</ReinforcementConditionTension>
    <ReinforcementConditionShear>A</ReinforcementConditionShear>
    <IsAnchorReinforcement>true</IsAnchorReinforcement>
    <IsAnchorReinforcementTension>false</IsAnchorReinforcementTension>
    <IsAnchorReinforcementShear>true</IsAnchorReinforcementShear>
    <IsCornerReinforcement>false</IsCornerReinforcement>
    <SupplementaryReinforcementCategory>None</SupplementaryReinforcementCategory>
    <SupplementaryReinforcement>
      <ReinforcementType>Stirrups</ReinforcementType>
      <YieldStrength>500</YieldStrength>
      <ReinforcementDiameterId>3</ReinforcementDiameterId>
      <ReinforcementSpacing>200</ReinforcementSpacing>
      <ReinforcementUtilization>0</ReinforcementUtilization>
      <PositionTolerance>0</PositionTolerance>
      <SurfaceReinforcementId>3</SurfaceReinforcementId>
      <SurfaceUtilization>0</SurfaceUtilization>
      <DirectionOfCasting>ZPositive</DirectionOfCasting>
      <EdgeOffset>25</EdgeOffset>
      <EdgeOffsetLeft>378</EdgeOffsetLeft>
      <EdgeOffsetRight>622.8</EdgeOffsetRight>
      <TopOffset>25</TopOffset>
      <ReinforcementRotation>0</ReinforcementRotation>
      <Width>250</Width>
      <Height>549.5999999999999</Height>
      <FirstRebarCenterOffset>0</FirstRebarCenterOffset>
      <ApplyTensionValuesToShear>false</ApplyTensionValuesToShear>
      <TensionReinforcementLeftWidth>100</TensionReinforcementLeftWidth>
      <TensionReinforcementRightWidth>160</TensionReinforcementRightWidth>
    </SupplementaryReinforcement>
  </BaseMaterial>
  <AnchorLayout>
    <OffsetX>-1.4210854715202004E-14</OffsetX>
    <OffsetY>0</OffsetY>
    <AnchorLayoutId>8</AnchorLayoutId>
    <AnchorLayoutPoints>
      <AnchorLayoutPointEntity>
        <X>-203.2</X>
        <Y>-165.1</Y>
      </AnchorLayoutPointEntity>
      <AnchorLayoutPointEntity>
        <X>203.2</X>
        <Y>-165.1</Y>
      </AnchorLayoutPointEntity>
      <AnchorLayoutPointEntity>
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      </AnchorLayoutPointEntity>
      <AnchorLayoutPointEntity>
        <X>203.2</X>
        <Y>165.1</Y>
      </AnchorLayoutPointEntity>
    </AnchorLayoutPoints>
    <AnchorLayoutRotation>0</AnchorLayoutRotation>
    <IsHiltiSeismicFillingSet>false</IsHiltiSeismicFillingSet>
    <FilledHoleType>None</FilledHoleType>
    <IsReducedInstallTorque>false</IsReducedInstallTorque>
    <AnchorTorqueType>Untorqued</AnchorTorqueType>
    <MinConcreteCover>9.525</MinConcreteCover>
    <MinRebarSize>9.525</MinRebarSize>
    <IsNutAndWasher>false</IsNutAndWasher>
    <WasherThickness>2.54</WasherThickness>
    <WasherDiameter>2.54</WasherDiameter>
  </AnchorLayout>
  <Loads>
    <IsLoadCombinationsActive>true</IsLoadCombinationsActive>
    <IsFactoredSustainedLoadsActive>false</IsFactoredSustainedLoadsActive>
    <FactoredSustainedLoadsFactor>1</FactoredSustainedLoadsFactor>
    <LoadType>Static</LoadType>
    <StaticLoadType>Design</StaticLoadType>
    <ForceZ>-32868.54562542915</ForceZ>
    <ForceX>27305.248261409248</ForceX>
    <ForceY>-2549.5026681389627</ForceY>
    <ForceZVariable>0</ForceZVariable>
    <ForceXVariable>0</ForceXVariable>
    <ForceYVariable>0</ForceYVariable>
    <MomentZ>0</MomentZ>
    <MomentX>-4818155.55495752</MomentX>
    <MomentY>-80925468.19069768</MomentY>
    <MomentZVariable>0</MomentZVariable>
    <MomentXVariable>0</MomentXVariable>
    <MomentYVariable>0</MomentYVariable>
    <ActiveLoadCombinationId>596e40bc-d1b3-41cb-93f6-a9200ac7557e</ActiveLoadCombinationId>
    <LoadCombinations>
      <LoadCombinationEntity>
        <Id>a1a2997c-fc50-40d3-8e66-ea3bb9a9b185</Id>
        <ForceZ>-2972.7020245809354</ForceZ>
        <ForceX>-4.581668265750443</ForceX>
        <ForceY>-21.26694755199307</ForceY>
        <MomentZ>0</MomentZ>
        <MomentX>-57824.73161770196</MomentX>
        <MomentY>542816.0646877623</MomentY>
        <ForceZVariable>0</ForceZVariable>
        <ForceXVariable>0</ForceXVariable>
        <ForceYVariable>0</ForceYVariable>
        <MomentZVariable>0</MomentZVariable>
        <MomentXVariable>0</MomentXVariable>
        <MomentYVariable>0</MomentYVariable>
        <LoadType>Static</LoadType>
        <Comment>3D - 1 - dead</Comment>
        <Description></Description>
        <IsWizardGenerated>false</IsWizardGenerated>
        <LoadCharacteristic i:nil="true" />
      </LoadCombinationEntity>
      <LoadCombinationEntity>
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        <MomentZ>0</MomentZ>
        <MomentX>-57824.73161770196</MomentX>
        <MomentY>542816.0646877623</MomentY>
        <ForceZVariable>0</ForceZVariable>
        <ForceXVariable>0</ForceXVariable>
        <ForceYVariable>0</ForceYVariable>
        <MomentZVariable>0</MomentZVariable>
        <MomentXVariable>0</MomentXVariable>
        <MomentYVariable>0</MomentYVariable>
        <LoadType>Static</LoadType>
        <Comment>3D - 2 - dead plus live</Comment>
        <Description></Description>
        <IsWizardGenerated>false</IsWizardGenerated>
        <LoadCharacteristic i:nil="true" />
      </LoadCombinationEntity>
      <LoadCombinationEntity>
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        <MomentZ>0</MomentZ>
        <MomentX>-4931657.06360828</MomentX>
        <MomentY>-79428108.94974126</MomentY>
        <ForceZVariable>0</ForceZVariable>
        <ForceXVariable>0</ForceXVariable>
        <ForceYVariable>0</ForceYVariable>
        <MomentZVariable>0</MomentZVariable>
        <MomentXVariable>0</MomentXVariable>
        <MomentYVariable>0</MomentYVariable>
        <LoadType>Static</LoadType>
        <Comment>3D - 3 - case a wind</Comment>
        <Description></Description>
        <IsWizardGenerated>false</IsWizardGenerated>
        <LoadCharacteristic i:nil="true" />
      </LoadCombinationEntity>
      <LoadCombinationEntity>
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        <ForceX>20336.317314565196</ForceX>
        <ForceY>-2008.4699210564768</ForceY>
        <MomentZ>0</MomentZ>
        <MomentX>-3766546.6601319113</MomentX>
        <MomentY>-58537086.05072365</MomentY>
        <ForceZVariable>0</ForceZVariable>
        <ForceXVariable>0</ForceXVariable>
        <ForceYVariable>0</ForceYVariable>
        <MomentZVariable>0</MomentZVariable>
        <MomentXVariable>0</MomentXVariable>
        <MomentYVariable>0</MomentYVariable>
        <LoadType>Static</LoadType>
        <Comment>3D - 4 - case a wind plus live</Comment>
        <Description></Description>
        <IsWizardGenerated>false</IsWizardGenerated>
        <LoadCharacteristic i:nil="true" />
      </LoadCombinationEntity>
      <LoadCombinationEntity>
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        <ForceX>27305.248261409248</ForceX>
        <ForceY>-2549.5026681389627</ForceY>
        <MomentZ>0</MomentZ>
        <MomentX>-4818155.55495752</MomentX>
        <MomentY>-80925468.19069768</MomentY>
        <ForceZVariable>0</ForceZVariable>
        <ForceXVariable>0</ForceXVariable>
        <ForceYVariable>0</ForceYVariable>
        <MomentZVariable>0</MomentZVariable>
        <MomentXVariable>0</MomentXVariable>
        <MomentYVariable>0</MomentYVariable>
        <LoadType>Static</LoadType>
        <Comment>3D - 5 - case a wind light dead</Comment>
        <Description></Description>
        <IsWizardGenerated>false</IsWizardGenerated>
        <LoadCharacteristic i:nil="true" />
      </LoadCombinationEntity>
    </LoadCombinations>
    <ImportLoadCombinations>false</ImportLoadCombinations>
    <LoadCombinationsCalculationType>All</LoadCombinationsCalculationType>
    <LoadsPositionZ>0</LoadsPositionZ>
    <SeismicCategory>C1</SeismicCategory>
    <IsSeismicLoadLessThan20Percent>false</IsSeismicLoadLessThan20Percent>
    <SeismicDesignType>Capacity</SeismicDesignType>
    <SeismicDisplacementsType>ETA</SeismicDisplacementsType>
    <SeismicDLSTension>3</SeismicDLSTension>
    <SeismicDLSShear>3</SeismicDLSShear>
    <SeismicPhiNonductile>0.4</SeismicPhiNonductile>
    <SeismicTensionType>t172343a</SeismicTensionType>
    <SeismicShearType>t172353a</SeismicShearType>
    <FatigueLoadType>Pulsating</FatigueLoadType>
    <FireDurationId>1</FireDurationId>
    <FireExposure>One</FireExposure>
    <DesignMethodHNA>ACI31814</DesignMethodHNA>
    <LoadCombinationHNAWizard>
      <LoadCombinationHNAWizardEquations />
      <LoadCombinationHNAWizardFactors />
    </LoadCombinationHNAWizard>
    <IsFatigueExpertMode>false</IsFatigueExpertMode>
    <StructuralMember>false</StructuralMember>
  </Loads>
  <SmartAnchor>
    <CategoryId i:nil="true" />
    <ApplicationId i:nil="true" />
    <SmartBaseplateEnabled>false</SmartBaseplateEnabled>
    <GalvanizedSteelAvailable>false</GalvanizedSteelAvailable>
    <ShreadizedHotDipGalvanizedSteelAvailable>false</ShreadizedHotDipGalvanizedSteelAvailable>
    <ShreadizedHotDipMechanicallyGalvanizedSteelAvailable>false</ShreadizedHotDipMechanicallyGalvanizedSteelAvailable>
    <StainlessSteelAvailable>false</StainlessSteelAvailable>
    <HighCorrosionResistantSteelAvailable>false</HighCorrosionResistantSteelAvailable>
    <ProfilePositionAtBaseplate>Centered</ProfilePositionAtBaseplate>
    <AnchorsPosition>Outside</AnchorsPosition>
    <MaximumUtilization>100</MaximumUtilization>
    <PlateHidden>false</PlateHidden>
    <AnchorGroupsForAsad xmlns:d3p1="http://schemas.microsoft.com/2003/10/Serialization/Arrays" />
    <OptimizeOnEmbedmentDepth>true</OptimizeOnEmbedmentDepth>
    <UserAnchorSelection>true</UserAnchorSelection>
  </SmartAnchor>
</ProjectDesignConcreteEntity>