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	<Header>
		<Author CustID="author0001">
			<CompanyName>CMS-NRL
   </CompanyName>
			<FirstName>John
   </FirstName>
			<MiddleName>G.
   </MiddleName>
			<LastName>Michopoulos
   </LastName>
			<Address1>Code 6304
   </Address1>
			<Address2></Address2>
			<City>Washington
   </City>
			<State>DC
   </State>
			<Zip>20375
   </Zip>
			<Country>USA
   </Country>
			<e-mail>johnM@cms.nrl.navy.mil
   </e-mail>
			<PhoneNo>202-767-2189
   </PhoneNo>
			<FaxNo>202-767-9181
   </FaxNo>
		</Author>
		<DataSource>
			<FEMcode>ANSYS 5.6
   </FEMcode>
			<OS>
				<!--Nodal displacement vector Dx, Dy, Dz, Rx, Ry, Rz-->
			</OS>
			<System>CMS009
   </System>
		</DataSource>
		<CreationDate>
			<Day>11
   </Day>
			<Month>10
   </Month>
			<Year>2000
   </Year>
		</CreationDate>
		<Version Sense="Increasing">
			<Stage>alpha
   </Stage>
			<Minor>001
   </Minor>
			<Major>0
   </Major>
		</Version>
		<Project>
			<Title></Title>
			<Sponsor CustID="author0001">
				<CompanyName>CMS-NRL
    </CompanyName>
				<FirstName>John
    </FirstName>
				<MiddleName>G.
    </MiddleName>
				<LastName>Michopoulos
    </LastName>
				<Address1>Code 6304
    </Address1>
				<Address2></Address2>
				<City>Washington
    </City>
				<State>DC
    </State>
				<Zip>20375
    </Zip>
				<Country>USA
    </Country>
				<e-mail>johnM@cms.nrl.navy.mil
    </e-mail>
				<PhoneNo>202-767-2189
    </PhoneNo>
				<FaxNo>202-767-9181
    </FaxNo>
			</Sponsor>
			<StartDate>
				<Day>11
    </Day>
				<Month>10
    </Month>
				<Year>2000
    </Year>
			</StartDate>
			<EndDate>
				<Day>11
    </Day>
				<Month>10
    </Month>
				<Year>2000
    </Year>
			</EndDate>
			<Funding></Funding>
		</Project>
		<Size>382283
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			<Mat MID="3" delimiter="">1 2 3 4 5 6 7 8 1 1 1 1</Mat>
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			<!--The nodeset coordinates in global frame of reference as a sequence of X Y Z triplet--><NodeCoords Delimiter="" CoordsType="float" NID="1">0.00 0.00 0.00</NodeCoords>
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			<NodeCoords Delimiter="," CoordsType="float" NID="3">0.02,0.05,0.00</NodeCoords>
		</NodeSet>
		<ElSet ElementSetID="1">
			<!--Input data as integers I J K L M N O P MAT TYPE REAL SECNUM ESYS according to the ANSYS EWRITE definition format.--><Elem EID="1" delimiter="">1 2 3 4 5 6 7 8 1 1 1 1</Elem>
			<Elem EID="2" delimiter=",">7,8,9,10,11,12,13,14,1,1,1,1</Elem>
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			</DisplacementsBC>
			<ForcesBC>
				<!--Nodal dispacement vector Dx, Dy, Dz, Rx, Ry, Rz--><Force Delimiter="" CoordsType="float" NID="1">0.00 0.00 0.00 0.00 0.00 0.00</Force>
				<Force Delimiter="" CoordsType="float" NID="2">0.00 0.02 0.00 0.00 0.00 0.00</Force>
			</ForcesBC>
		</LoadCase>
		<ResultsCase>
			<LdCaseResults LoadCase="2">
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					<!--Nodal dispacement vector Dx, Dy, Dz, Rx, Ry, Rz--><Displ Delimiter="" CoordsType="float" NID="1">0.00 0.00 0.00 0.00 0.00 0.00
    </Displ>
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			<NodeCoords Delimiter="" CoordsType="float" NID="2">0.02 0.01 0.00</NodeCoords>
			<NodeCoords Delimiter="," CoordsType="float" NID="3">0.02,0.05,0.00</NodeCoords>
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		<ElSet ElementSetID="1">
			<!--Input data as integers I J K L M N O P MAT TYPE REAL SECNUM ESYS according to the ANSYS EWRITE definition format.-->
			<Elem EID="1" delimiter="">1 2 3 4 5 6 7 8 1 1 1 1
  </Elem>
			<Elem EID="2" delimiter=",">7,8,9,10,11,12,13,14,1,1,1,1
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		</ElSet>
		<LoadCase>
			<DisplacementsBC>
				<!--Nodal dispacement vector Dx, Dy, Dz, Rx, Ry, Rz-->
				<Displ Delimiter="" CoordsType="float" NID="1">0.00 0.00 0.00 0.00 0.00 0.00
   </Displ>
				<Displ Delimiter="" CoordsType="float" NID="2">0.00 0.02 0.00 0.00 0.00 0.00
   </Displ>
			</DisplacementsBC>
			<ForcesBC>
				<!--Nodal dispacement vector Dx, Dy, Dz, Rx, Ry, Rz-->
				<Force Delimiter="" CoordsType="float" NID="1">0.00 0.00 0.00 0.00 0.00 0.00
   </Force>
				<Force Delimiter="" CoordsType="float" NID="2">0.00 0.02 0.00 0.00 0.00 0.00
   </Force>
			</ForcesBC>
		</LoadCase>
		<ResultsCase>
			<LdCaseResults LoadCase="2">
				<NodeDisplacements>
					<!--Nodal dispacement vector Dx, Dy, Dz, Rx, Ry, Rz-->
					<Displ Delimiter="" CoordsType="float" NID="1">0.00 0.00 0.00 0.00 0.00 0.00
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					<EnergyState Delimiter="" StrainsType="float" NID="1">0.00 0.02 0.00 0.00 0.00 0.00
    </EnergyState>
					<EnergyState Delimiter="" StrainsType="float" NID="2">0.00 0.02 0.00 0.00 0.00 0.00
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		<NodeSet NodeSetID="1">
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			<NodeCoords Delimiter="" CoordsType="float" NID="2">0.02 0.01 0.00</NodeCoords>
			<NodeCoords Delimiter="," CoordsType="float" NID="3">0.02,0.05,0.00</NodeCoords>
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		<ElSet ElementSetID="1">
			<!--Input data as integers I J K L M N O P MAT TYPE REAL SECNUM ESYS according to the ANSYS EWRITE definition format.-->
			<Elem EID="1" delimiter="">1 2 3 4 5 6 7 8 1 1 1 1
  </Elem>
			<Elem EID="2" delimiter=",">7,8,9,10,11,12,13,14,1,1,1,1
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		<LoadCase>
			<DisplacementsBC>
				<!--Nodal dispacement vector Dx, Dy, Dz, Rx, Ry, Rz-->
				<Displ Delimiter="" CoordsType="float" NID="1">0.00 0.00 0.00 0.00 0.00 0.00
   </Displ>
				<Displ Delimiter="" CoordsType="float" NID="2">0.00 0.02 0.00 0.00 0.00 0.00
   </Displ>
			</DisplacementsBC>
			<ForcesBC>
				<!--Nodal dispacement vector Dx, Dy, Dz, Rx, Ry, Rz-->
				<Force Delimiter="" CoordsType="float" NID="1">0.00 0.00 0.00 0.00 0.00 0.00
   </Force>
				<Force Delimiter="" CoordsType="float" NID="2">0.00 0.02 0.00 0.00 0.00 0.00
   </Force>
			</ForcesBC>
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		<ResultsCase>
			<LdCaseResults LoadCase="2">
				<NodeDisplacements>
					<!--Nodal dispacement vector Dx, Dy, Dz, Rx, Ry, Rz-->
					<Displ Delimiter="" CoordsType="float" NID="1">0.00 0.00 0.00 0.00 0.00 0.00
    </Displ>
					<Displ Delimiter="" CoordsType="float" NID="2">0.00 0.02 0.00 0.00 0.00 0.00
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					<StressState Delimiter="" StrainsType="float" NID="1">0.00 0.02 0.00 0.00 0.00 0.00
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					<EnergyState Delimiter="" StrainsType="float" NID="1">0.00 0.02 0.00 0.00 0.00 0.00
    </EnergyState>
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			<!--The nodeset coordinates in global frame of reference as a sequence of X Y Z triplet--><NodeCoords NodeSetID="1"><!--The nodeset coordinates in global frame of reference as a sequence of X Y Z triplet--></NodeCoords>
			<NodeCoords Delimiter="," CoordsType="float" NID="2">0.02,0.05,0.00</NodeCoords>
			<NodeCoords Delimiter="" CoordsType="float" NID="3">0.00 0.00 0.00</NodeCoords>
		</NodeSet>
		<ElSet ElementSetID="1">
			<!--Input data as integers I J K L M N O P MAT TYPE REAL SECNUM ESYS according to the ANSYS EWRITE definition format.-->
			<Elem EID="1" delimiter="">1 2 3 4 5 6 7 8 1 1 1 1
  </Elem>
			<Elem EID="2" delimiter=",">7,8,9,10,11,12,13,14,1,1,1,1
  </Elem>
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		<LoadCase>
			<DisplacementsBC>
				<!--Nodal dispacement vector Dx, Dy, Dz, Rx, Ry, Rz-->
				<Displ Delimiter="" CoordsType="float" NID="1">0.00 0.00 0.00 0.00 0.00 0.00
   </Displ>
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   </Displ>
			</DisplacementsBC>
			<ForcesBC>
				<!--Nodal dispacement vector Dx, Dy, Dz, Rx, Ry, Rz-->
				<Force Delimiter="" CoordsType="float" NID="1">0.00 0.00 0.00 0.00 0.00 0.00
   </Force>
				<Force Delimiter="" CoordsType="float" NID="2">0.00 0.02 0.00 0.00 0.00 0.00
   </Force>
			</ForcesBC>
		</LoadCase>
		<ResultsCase>
			<LdCaseResults LoadCase="2">
				<NodeDisplacements>
					<!--Nodal dispacement vector Dx, Dy, Dz, Rx, Ry, Rz-->
					<Displ Delimiter="" CoordsType="float" NID="1">0.00 0.00 0.00 0.00 0.00 0.00
    </Displ>
					<Displ Delimiter="" CoordsType="float" NID="2">0.00 0.02 0.00 0.00 0.00 0.00
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					<StrainState Delimiter="" StrainsType="float" NID="2">0.00 0.02 0.00 0.00 0.00 0.00
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				<NodeStresses StrainStResID="2" RefFrameID="Global0" LayerID="Middle">
					<StressState Delimiter="" StrainsType="float" NID="1">0.00 0.02 0.00 0.00 0.00 0.00
    </StressState>
					<StressState Delimiter="" StrainsType="float" NID="2">0.00 0.02 0.00 0.00 0.00 0.00
    </StressState>
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				<NodeEnergies StrainStResID="1" RefFrameID="Global0" LayerID="Upper">
					<EnergyState Delimiter="" StrainsType="float" NID="1">0.00 0.02 0.00 0.00 0.00 0.00
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					<EnergyState Delimiter="" StrainsType="float" NID="2">0.00 0.02 0.00 0.00 0.00 0.00
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