<?xml version="1.0" encoding="UTF-8" standalone="yes"?>
<!--Repute XML Project File-->
<!--XML format (c)2002-17 Geocentrix Ltd. All rights reserved-->
<Repute version="2.5" update="0" copyright="©2002-17 Geocentrix Ltd. All rights reserved" licence="RPT-0250-dc19-dcca-6918-Ent" xsi:noNamespaceSchemaLocation="http://www.geocentrix.co.uk/xml-schemas/Repute2.xsd" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
	<ProjectInfo>
		<ConstructionSites>
			<ConstructionSite>
				<Item.name>Site 1</Item.name>
				<Item.type>Construction Site</Item.type>
				<Item.notes>Created by the Project Wizard on 2017-May-25</Item.notes>
				<ConstructionSite.description>H-pile in clay and sand</ConstructionSite.description>
				<ConstructionSite.project_id>01</ConstructionSite.project_id>
				<ConstructionSite.address/>
			</ConstructionSite>
		</ConstructionSites>
	</ProjectInfo>
	<Materials>
		<Soils>
			<Clay>
				<Item.name>Soil 1</Item.name>
				<Item.type>Clay</Item.type>
				<Item.notes>Created by the Borehole Wizard on 2017-May-25</Item.notes>
				<Soil.class_id>Cl</Soil.class_id>
				<Soil.state_id>-</Soil.state_id>
				<Soil.strict_validation flag="false"/>
				<Soil.weight value="20.5" units="kN/m³" condition="Dry"/>
				<Soil.weight value="20.5" units="kN/m³" condition="Wet"/>
				<Soil.anisotropy value="1" units=""/>
				<Soil.strength condition="Peak">
					<DrainedStrength.angle_of_shearing value="23" units="°"/>
					<DrainedStrength.cohesion value="0" units="kPa"/>
				</Soil.strength>
				<CohesiveSoil.strength>
					<UndrainedStrength.base_strength value="60" units="kPa"/>
					<UndrainedStrength.base_depth value="0" units="m"/>
					<UndrainedStrength.strength_increase value="0" units="kPa"/>
					<UndrainedStrength.depth_increase value="1" units="m"/>
				</CohesiveSoil.strength>
				<CohesiveSoil.fissured flag="false"/>
			</Clay>
			<Sand>
				<Item.name>Soil 2</Item.name>
				<Item.type>Sand</Item.type>
				<Item.notes>Created by the Borehole Wizard on 2017-May-25</Item.notes>
				<Soil.class_id>Sa</Soil.class_id>
				<Soil.state_id>-</Soil.state_id>
				<Soil.strict_validation flag="false"/>
				<Soil.weight value="18" units="kN/m³" condition="Dry"/>
				<Soil.weight value="18" units="kN/m³" condition="Wet"/>
				<Soil.anisotropy value="1" units=""/>
				<Soil.strength condition="Peak">
					<DrainedStrength.angle_of_shearing value="35" units="°"/>
					<DrainedStrength.cohesion value="0" units="kPa"/>
				</Soil.strength>
			</Sand>
		</Soils>
		<Steels>
			<GradeSteel grade="S275">
				<Item.name>Steel 1</Item.name>
				<Item.type>Grade Steel</Item.type>
				<Item.notes>EN 10025-2: 2004</Item.notes>
				<ManMadeMaterial.density value="7850" units="kg/m³"/>
				<ManMadeMaterial.youngs_modulus value="210" units="GPa"/>
				<ManMadeMaterial.poissons_ratio value="0.3" units=""/>
				<GradeSteel.path>C:\ProgramData\Geocentrix\Repute\2.5\Materials\Steels\S275.xml</GradeSteel.path>
				<GradeSteel.grade>S275</GradeSteel.grade>
				<GradeSteel.yield_strength value="275" units="MPa"/>
				<GradeSteel.tensile_strength value="410" units="MPa"/>
			</GradeSteel>
		</Steels>
	</Materials>
	<GeotechnicalConstituents>
		<Layers>
			<SoilLayer>
				<Item.name>Layer 1</Item.name>
				<Item.type>Soil Layer</Item.type>
				<Item.notes>Created by the Borehole Wizard on 2017-May-25</Item.notes>
				<Layer.thickness value="5" units="m"/>
				<Layer.dip value="0" units="°"/>
				<SoilLayer.soil>Soil 1</SoilLayer.soil>
				<SoilLayer.dry flag="false"/>
				<SoilLayer.drained flag="false"/>
			</SoilLayer>
			<SoilLayer>
				<Item.name>Layer 2</Item.name>
				<Item.type>Soil Layer</Item.type>
				<Item.notes>Created by the Borehole Wizard on 2017-May-25</Item.notes>
				<Layer.thickness value="20" units="m"/>
				<Layer.dip value="0" units="°"/>
				<SoilLayer.soil>Soil 2</SoilLayer.soil>
				<SoilLayer.dry flag="false"/>
				<SoilLayer.drained flag="true"/>
			</SoilLayer>
		</Layers>
		<Boreholes>
			<Borehole>
				<Item.name>Borehole 1</Item.name>
				<Item.type>Borehole</Item.type>
				<Item.notes>Created by the Borehole Wizard on 2017-May-25</Item.notes>
				<SpaceItem.depth value="0" units="m"/>
				<SpaceItem.x value="0" units="m"/>
				<SpaceItem.y value="0" units="m"/>
				<Borehole.no_of_layers number="2"/>
				<Borehole.length value="25" units="m"/>
				<Borehole.layer>Layer 1</Borehole.layer>
				<Borehole.layer>Layer 2</Borehole.layer>
			</Borehole>
		</Boreholes>
	</GeotechnicalConstituents>
	<Sections>
		<ManufacturedSections>
			<BearingPileSection part_number="UKBP 305x305x 95">
				<Item.name>Section 1</Item.name>
				<Item.type>Bearing Pile</Item.type>
				<Item.notes/>
				<Section.area value="120.952" units="cm²"/>
				<Section.first_moment_of_area value="1475" units="cm³"/>
				<Section.second_moment_of_area value="20045" units="cm^4"/>
				<ManufacturerInterface.manufacturer>Corus UK</ManufacturerInterface.manufacturer>
				<ManufacturerInterface.part_number>UKBP 305x305x 95</ManufacturerInterface.part_number>
				<ManufacturerInterface.standard_production_size flag="true"/>
				<ManufacturedSection.path>C:\ProgramData\Geocentrix\Repute\2.5\Sections\Bearing Piles\UKBP 305x305x 95.xml</ManufacturedSection.path>
				<BearingPileSection.depth value="303.7" units="mm"/>
				<BearingPileSection.width value="308.7" units="mm"/>
				<BearingPileSection.web_thickness value="13.3" units="mm"/>
				<BearingPileSection.flange_thickness value="13.3" units="mm"/>
				<BearingPileSection.root_radius value="15.2" units="mm"/>
				<BearingPileSection.depth_between_fillets value="246.7" units="mm"/>
				<BearingPileSection.steel_area value="120.952" units="cm²"/>
				<BearingPileSection.second_moment_of_area value="20045" units="cm^4" axis="y-y"/>
				<BearingPileSection.second_moment_of_area value="6529" units="cm^4" axis="z-z"/>
				<BearingPileSection.gyration value="12.8735" units="cm" axis="y-y"/>
				<BearingPileSection.gyration value="7.34712" units="cm" axis="z-z"/>
				<BearingPileSection.elastic_modulus value="1320" units="cm³" axis="y-y"/>
				<BearingPileSection.elastic_modulus value="423" units="cm³" axis="z-z"/>
				<BearingPileSection.plastic_modulus value="1475" units="cm³" axis="y-y"/>
				<BearingPileSection.plastic_modulus value="648" units="cm³" axis="z-z"/>
				<BearingPileSection.torsional_constant value="80" units="cm^4"/>
			</BearingPileSection>
		</ManufacturedSections>
	</Sections>
	<StructuralElements>
		<PileFoundations>
			<HPile>
				<Item.name>Pile 1</Item.name>
				<Item.type>H-Pile</Item.type>
				<Item.notes/>
				<SpaceItem.depth value="0" units="m"/>
				<SpaceItem.x value="0" units="m"/>
				<SpaceItem.y value="0" units="m"/>
				<PileFoundation.orientation value="0" units="°"/>
				<Pile.length value="20" units="m"/>
				<Pile.x_rake value="-0" units="°"/>
				<Pile.y_rake value="-0" units="°"/>
				<Pile.material>Steel 1</Pile.material>
				<Pile.soil_structure_interface>Not specified</Pile.soil_structure_interface>
				<Pile.anisotropy value="1" units=""/>
				<HPile.section>Section 1</HPile.section>
			</HPile>
		</PileFoundations>
	</StructuralElements>
	<GeometricalObjects>
		<Grounds>
			<PlaneGround>
				<Item.name>Ground 1</Item.name>
				<Item.type>Plane Ground</Item.type>
				<Item.notes>Created by the Project Wizard on 2017-May-25</Item.notes>
				<SpaceItem.depth value="0" units="m"/>
				<SpaceItem.x value="0" units="m"/>
				<SpaceItem.y value="0" units="m"/>
				<Ground.x_begin value="-INF" units="m"/>
				<Ground.x_end value="INF" units="m"/>
				<Ground.y_begin value="-INF" units="m"/>
				<Ground.y_end value="INF" units="m"/>
				<PlaneGround.slope value="0" units="°"/>
			</PlaneGround>
		</Grounds>
	</GeometricalObjects>
	<Actions>
		<DirectActions>
			<ForceAction>
				<Item.name>Force 1</Item.name>
				<Item.type>Force</Item.type>
				<Item.notes/>
				<SpaceItem.depth value="0" units="m"/>
				<SpaceItem.x value="0" units="m"/>
				<SpaceItem.y value="0" units="m"/>
				<DirectAction.variability number="0">Permanent</DirectAction.variability>
				<ForceAction.force_z value="700" units="kN"/>
				<ForceAction.force_x value="0" units="kN"/>
				<ForceAction.force_y value="0" units="kN"/>
				<ForceAction.resultant value="700" units="kN"/>
			</ForceAction>
		</DirectActions>
	</Actions>
	<DesignStandards>
		<LimitStateDesignStandards>
			<BS8004_2015>
				<Item.name>Design Standard 1</Item.name>
				<Item.type>BS 8004:2015</Item.type>
				<Item.notes>Created by the Project Wizard on 2017-May-25</Item.notes>
				<DesignStandard.title>British Standard Code of practice for Foundations</DesignStandard.title>
				<DesignStandard.publisher>British Standards Institution</DesignStandard.publisher>
				<DesignStandard.year number="2015"/>
				<!--partial factors equal to 1.0 are not shown-->
				<Persistent>
					<DesignStandard.factor_on_structural_action value="1.3" units="" variability="Variable" favourable="0"/>
					<DesignStandard.factor_on_geotechnical_action value="1.3" units="" variability="Variable" favourable="0"/>
					<DesignStandard.factor_on_bored_pile_base_resistance value="2" units=""/>
				</Persistent>
				<Transient>
					<DesignStandard.factor_on_structural_action value="1.3" units="" variability="Variable" favourable="0"/>
					<DesignStandard.factor_on_geotechnical_action value="1.3" units="" variability="Variable" favourable="0"/>
					<DesignStandard.factor_on_bored_pile_base_resistance value="2" units=""/>
				</Transient>
				<Accidental>
					<DesignStandard.factor_on_bored_pile_base_resistance value="2" units=""/>
				</Accidental>
				<Seismic>
					<DesignStandard.factor_on_bored_pile_base_resistance value="2" units=""/>
				</Seismic>
				<EN1997_2004.design_approach number="1"/>
				<EN1997_2004.combination number="2"/>
				<EN1997_2004.resistance_model_factor value="1.4" units=""/>
				<BSEN1997_2004.pile_testing number="0">No pile tests</BSEN1997_2004.pile_testing>
			</BS8004_2015>
		</LimitStateDesignStandards>
	</DesignStandards>
	<Scenarios>
		<ConstructionStages>
			<Stage>
				<Item.name>Stage 1</Item.name>
				<Item.type>Construction Stage</Item.type>
				<Item.notes>Created by the Project Wizard on 2017-May-25</Item.notes>
				<ConstructionStage.situation>Transient</ConstructionStage.situation>
				<ConstructionStage.element group="Geometrical Objects" name="Ground 1"/>
				<ConstructionStage.element group="Geotechnical Constituents" name="Borehole 1"/>
				<ConstructionStage.element group="Structural Elements" name="Pile 1"/>
				<ConstructionStage.element group="Actions" name="Force 1"/>
			</Stage>
			<Stage>
				<Item.name>Stage 2</Item.name>
				<Item.type>Construction Stage</Item.type>
				<Item.notes>Created by the Project Wizard on 2017-May-25</Item.notes>
				<ConstructionStage.situation>Persistent</ConstructionStage.situation>
				<ConstructionStage.element group="Geometrical Objects" name="Ground 1"/>
				<ConstructionStage.element group="Geotechnical Constituents" name="Borehole 1"/>
				<ConstructionStage.element group="Structural Elements" name="Pile 1"/>
				<ConstructionStage.element group="Actions" name="Force 1"/>
			</Stage>
		</ConstructionStages>
	</Scenarios>
	<Calculations>
		<PileCalculations>
			<LongitudinalULS>
				<Item.name>Calculation 1</Item.name>
				<Item.type>Longitudinal ULS</Item.type>
				<Item.notes>Created by the Calculation Wizard on 2017-May-25</Item.notes>
				<Command.status>Finished</Command.status>
				<Command.warnings number="0"/>
				<Command.errors number="0"/>
				<Command.stage>Stage 1</Command.stage>
				<Command.standard>Design Standard 1</Command.standard>
				<Calculation.undrained flag="true"/>
				<LongitudinalULS.ignore_self_weight flag="false"/>
				<LongitudinalULS.factor_shaft_and_base flag="true"/>
			</LongitudinalULS>
			<LongitudinalULS>
				<Item.name>Calculation 2</Item.name>
				<Item.type>Longitudinal ULS</Item.type>
				<Item.notes>Created by the Calculation Wizard on 2017-May-25</Item.notes>
				<Command.status>Finished</Command.status>
				<Command.warnings number="0"/>
				<Command.errors number="0"/>
				<Command.stage>Stage 2</Command.stage>
				<Command.standard>Design Standard 1</Command.standard>
				<Calculation.undrained flag="false"/>
				<LongitudinalULS.ignore_self_weight flag="false"/>
				<LongitudinalULS.factor_shaft_and_base flag="true"/>
			</LongitudinalULS>
		</PileCalculations>
	</Calculations>
</Repute>