<O N="PileCapCodeCheckReport" T="Document" Title="Pier Footing Code Check Report">
<O T="DocSection" Title="Input Variables">
<O T="DocSection" Title="Direction-X">
<O T="DocSection" Title="Section Properties">
<O T="DocCADD" Width="1000" Height="800">
<P N="CADD" V="pilecapSecX" T="Section" />
</O>
<O N="SectionTable" T="DocTable">
<O T="DocRow">
<O T="DocCell" Style="text-align: center; height: 20px; font-weight: bold; vertical-align: middle; font-size: 14px">
Description
</O>
<O T="DocCell" Style="text-align: center; height: 20px; font-weight: bold; vertical-align: middle; font-size: 14px">
Value
</O>
</O>
<O T="DocRow">
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
Thickness
</O>
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
|withunits(SectionPropsX.HSection,'DR_PropU1','Length',2)|
</O>
</O>
<O T="DocRow">
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
Width
</O>
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
|withunits(SectionPropsX.WSection,'DR_PropU1','Length',2)|
</O>
</O>
<O T="DocRow">
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
Area
</O>
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
|withunits(round(SectionPropsX.AreaSection),'DR_PropU1','Area',2)|
</O>
</O>
<O T="DocRow">
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
Top reinforcement Area
</O>
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
|withunits(round(SectionPropsX.topReinfsAreaPos,2),'DR_PropU1','Area',2)|
</O>
</O>
<O T="DocRow">
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
Bottom reinforcement Area
</O>
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
|withunits(round(SectionPropsX.botReinfsAreaPos,2),'DR_PropU1','Area',2)|
</O>
</O>
<O T="DocRow">
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
Effective Depth
</O>
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
|withunits(round(SectionPropsX.effectivedepth,2),'DR_PropU1','Length',2)|
</O>
</O>
</O>
</O>
<O T="DocSection" Title="Material Properties">
<O N="MaterialTable" T="DocTable">
<O T="DocRow">
<O T="DocCell" Style="text-align: center; height: 20px; font-weight: bold; vertical-align: middle; font-size: 14px">
Description
</O>
<O T="DocCell" Style="text-align: center; height: 20px; font-weight: bold; vertical-align: middle; font-size: 14px">
Parameter
</O>
<O T="DocCell" Style="text-align: center; height: 20px; font-weight: bold; vertical-align: middle; font-size: 14px">
Value
</O>
</O>
<O T="DocRow">
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
Design compressive strength of concrete
</O>
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
f'<sub>c</sub>
</O>
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
|withunits(fc_Input,'DR_StressU','Stress',3)|
</O>
</O>
<O T="DocRow">
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
Specified minimum yield strength of steel
</O>
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
f<sub>y</sub>
</O>
<O T="DocCell" Style="text-align: center; height: 20px; vertical-align: middle; font-size: 14px">
|withunits(fy_Input,'DR_StressU','Stress',3)|
</O>
</O>
</O>
</O>
</O>
<O T="DocSection" Title="Direction-Y">
<!-- Similar structure for Y direction -->
</O>
</O>
<O T="DocSection" Title="Limit States">
<O T="DocSection" Title="X-Direction">
<O T="DocSection" Title="My Concurrent Forces">
<O T="DocRef" Obj="XDirConcMY_Doc.UnfactoredTable" />
<O T="DocRef" Obj="XDirConcMY_Doc.SrvTable" />
<O T="DocRef" Obj="XDirConcMY_Doc.StrTable" />
</O>
</O>
<O T="DocSection" Title="Y-Direction">
<O T="DocSection" Title="My Concurrent Forces">
<O T="DocRef" Obj="YDirConcMY_Doc.UnfactoredTable" />
<O T="DocRef" Obj="YDirConcMY_Doc.SrvTable" />
<O T="DocRef" Obj="YDirConcMY_Doc.StrTable" />
</O>
</O>
</O>
<O T="DocSection" Title="Flexural Design">
<O T="DocSection" Title="Flexural Resistance X-dir">
<O N="FlexureDocPosX" T="DocSectionAnalysis"
AnalysisType="0"
Section="pilecapSecX"
Width="1000"
Height="800"
AxialForce="N_u_inputPosx"
Moment="M_u_inputPosx"
Orientation="0"
PhiComp="0.75"
PhiTens="0.9"
Ecu="0.003"
Etu="0.005"
Refinement="500" />
<O T="DocDesignCode" Obj="FlexuralMembersPosX.SC5_6_3_2_1" />
<O T="DocDesignCode" Obj="FlexuralMembersNegX.SC5_6_3_2_1" />
</O>
<O T="DocSection" Title="Minimum Reinforcement Requirements X-dir">
<O T="DocDesignCode" Obj="MaterialProps.SC5_4_2_6" />
<O T="DocDesignCode" Obj="FlexuralMembersPosX.SC5_6_3_3" />
<O T="DocDesignCode" Obj="FlexuralMembersNegX.SC5_6_3_3" />
</O>
</O>
<O T="DocSection" Title="Shear and Torsion Design" Guard="DesignOpt.EQ.1">
<O T="DocSection" Title="X-Direction">
<O T="DocSection" Title="Fz Concurrent Forces">
<O T="DocRef" Obj="XDirConcFZ_Doc.UnfactoredTable" />
<O T="DocRef" Obj="XDirConcFZ_Doc.SrvTable" />
<O T="DocRef" Obj="XDirConcFZ_Doc.StrTable" />
</O>
<O T="DocSection" Title="One-Way Shear">
<O T="DocSection" Title="Nominal Shear Resistance">
<O T="DocDesignCode" Obj="ShearTorsionX.SC5_7_3_4"
Guard="shear_procedure.EQ.0 .OR. shear_procedure.EQ.1" />
<O T="DocDesignCode" Obj="ShearTorsionX.SC5_7_3_3" />
<O T="DocDesignCode" Obj="ShearTorsionX.SC5_7_2_1_Check" />
</O>
<O T="DocSection" Title="Transverse Reinforcement">
<O T="DocText">
<![CDATA[
--md
Concurrent forces for Maximum Moment
]]>
</O>
<O T="DocDesignCode" Obj="MYMaxShearTorsionX.SC5_7_3_5"
Guard="IsTorsionCriticalXDir.EQ.0" />
<O T="DocText">
<![CDATA[
--md
Concurrent forces for Minimum Moment
]]>
</O>
<O T="DocDesignCode" Obj="MYMinShearTorsionX.SC5_7_3_5"
Guard="IsTorsionCriticalXDir.EQ.0" />
</O>
</O>
<O T="DocSection" Title="Two-Way Shear">
<O T="DocDesignCode" Obj="TwoWayShearX.SC5_12_8_6" />
</O>
</O>
</O>
</O>