/**
* Copyright (C) 2009-2013 BIMserver.org
*
* This program is free software: you can redistribute it and/or modify
* it under the terms of the GNU Affero General Public License as
* published by the Free Software Foundation, either version 3 of the
* License, or (at your option) any later version.
*
* This program is distributed in the hope that it will be useful,
* but WITHOUT ANY WARRANTY; without even the implied warranty of
* MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
* GNU Affero General Public License for more details.
*
* You should have received a copy of the GNU Affero General Public License
* along with this program. If not, see <http://www.gnu.org/licenses/>.
*/
package org.bimserver.models.ifc2x3tc1.impl;
import org.bimserver.models.ifc2x3tc1.Ifc2x3tc1Package;
import org.bimserver.models.ifc2x3tc1.IfcTendon;
import org.bimserver.models.ifc2x3tc1.IfcTendonTypeEnum;
import org.eclipse.emf.ecore.EClass;
/**
* <!-- begin-user-doc -->
* An implementation of the model object '<em><b>Ifc Tendon</b></em>'.
* <!-- end-user-doc -->
* <p>
* The following features are implemented:
* <ul>
* <li>{@link org.bimserver.models.ifc2x3tc1.impl.IfcTendonImpl#getPredefinedType <em>Predefined Type</em>}</li>
* <li>{@link org.bimserver.models.ifc2x3tc1.impl.IfcTendonImpl#getNominalDiameter <em>Nominal Diameter</em>}</li>
* <li>{@link org.bimserver.models.ifc2x3tc1.impl.IfcTendonImpl#getNominalDiameterAsString <em>Nominal Diameter As String</em>}</li>
* <li>{@link org.bimserver.models.ifc2x3tc1.impl.IfcTendonImpl#getCrossSectionArea <em>Cross Section Area</em>}</li>
* <li>{@link org.bimserver.models.ifc2x3tc1.impl.IfcTendonImpl#getCrossSectionAreaAsString <em>Cross Section Area As String</em>}</li>
* <li>{@link org.bimserver.models.ifc2x3tc1.impl.IfcTendonImpl#getTensionForce <em>Tension Force</em>}</li>
* <li>{@link org.bimserver.models.ifc2x3tc1.impl.IfcTendonImpl#getTensionForceAsString <em>Tension Force As String</em>}</li>
* <li>{@link org.bimserver.models.ifc2x3tc1.impl.IfcTendonImpl#getPreStress <em>Pre Stress</em>}</li>
* <li>{@link org.bimserver.models.ifc2x3tc1.impl.IfcTendonImpl#getPreStressAsString <em>Pre Stress As String</em>}</li>
* <li>{@link org.bimserver.models.ifc2x3tc1.impl.IfcTendonImpl#getFrictionCoefficient <em>Friction Coefficient</em>}</li>
* <li>{@link org.bimserver.models.ifc2x3tc1.impl.IfcTendonImpl#getFrictionCoefficientAsString <em>Friction Coefficient As String</em>}</li>
* <li>{@link org.bimserver.models.ifc2x3tc1.impl.IfcTendonImpl#getAnchorageSlip <em>Anchorage Slip</em>}</li>
* <li>{@link org.bimserver.models.ifc2x3tc1.impl.IfcTendonImpl#getAnchorageSlipAsString <em>Anchorage Slip As String</em>}</li>
* <li>{@link org.bimserver.models.ifc2x3tc1.impl.IfcTendonImpl#getMinCurvatureRadius <em>Min Curvature Radius</em>}</li>
* <li>{@link org.bimserver.models.ifc2x3tc1.impl.IfcTendonImpl#getMinCurvatureRadiusAsString <em>Min Curvature Radius As String</em>}</li>
* </ul>
* </p>
*
* @generated
*/
public class IfcTendonImpl extends IfcReinforcingElementImpl implements IfcTendon {
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
protected IfcTendonImpl() {
super();
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
@Override
protected EClass eStaticClass() {
return Ifc2x3tc1Package.Literals.IFC_TENDON;
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public IfcTendonTypeEnum getPredefinedType() {
return (IfcTendonTypeEnum) eGet(Ifc2x3tc1Package.Literals.IFC_TENDON__PREDEFINED_TYPE, true);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void setPredefinedType(IfcTendonTypeEnum newPredefinedType) {
eSet(Ifc2x3tc1Package.Literals.IFC_TENDON__PREDEFINED_TYPE, newPredefinedType);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public double getNominalDiameter() {
return (Double) eGet(Ifc2x3tc1Package.Literals.IFC_TENDON__NOMINAL_DIAMETER, true);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void setNominalDiameter(double newNominalDiameter) {
eSet(Ifc2x3tc1Package.Literals.IFC_TENDON__NOMINAL_DIAMETER, newNominalDiameter);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public String getNominalDiameterAsString() {
return (String) eGet(Ifc2x3tc1Package.Literals.IFC_TENDON__NOMINAL_DIAMETER_AS_STRING, true);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void setNominalDiameterAsString(String newNominalDiameterAsString) {
eSet(Ifc2x3tc1Package.Literals.IFC_TENDON__NOMINAL_DIAMETER_AS_STRING, newNominalDiameterAsString);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public double getCrossSectionArea() {
return (Double) eGet(Ifc2x3tc1Package.Literals.IFC_TENDON__CROSS_SECTION_AREA, true);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void setCrossSectionArea(double newCrossSectionArea) {
eSet(Ifc2x3tc1Package.Literals.IFC_TENDON__CROSS_SECTION_AREA, newCrossSectionArea);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public String getCrossSectionAreaAsString() {
return (String) eGet(Ifc2x3tc1Package.Literals.IFC_TENDON__CROSS_SECTION_AREA_AS_STRING, true);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void setCrossSectionAreaAsString(String newCrossSectionAreaAsString) {
eSet(Ifc2x3tc1Package.Literals.IFC_TENDON__CROSS_SECTION_AREA_AS_STRING, newCrossSectionAreaAsString);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public double getTensionForce() {
return (Double) eGet(Ifc2x3tc1Package.Literals.IFC_TENDON__TENSION_FORCE, true);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void setTensionForce(double newTensionForce) {
eSet(Ifc2x3tc1Package.Literals.IFC_TENDON__TENSION_FORCE, newTensionForce);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void unsetTensionForce() {
eUnset(Ifc2x3tc1Package.Literals.IFC_TENDON__TENSION_FORCE);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public boolean isSetTensionForce() {
return eIsSet(Ifc2x3tc1Package.Literals.IFC_TENDON__TENSION_FORCE);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public String getTensionForceAsString() {
return (String) eGet(Ifc2x3tc1Package.Literals.IFC_TENDON__TENSION_FORCE_AS_STRING, true);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void setTensionForceAsString(String newTensionForceAsString) {
eSet(Ifc2x3tc1Package.Literals.IFC_TENDON__TENSION_FORCE_AS_STRING, newTensionForceAsString);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void unsetTensionForceAsString() {
eUnset(Ifc2x3tc1Package.Literals.IFC_TENDON__TENSION_FORCE_AS_STRING);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public boolean isSetTensionForceAsString() {
return eIsSet(Ifc2x3tc1Package.Literals.IFC_TENDON__TENSION_FORCE_AS_STRING);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public double getPreStress() {
return (Double) eGet(Ifc2x3tc1Package.Literals.IFC_TENDON__PRE_STRESS, true);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void setPreStress(double newPreStress) {
eSet(Ifc2x3tc1Package.Literals.IFC_TENDON__PRE_STRESS, newPreStress);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void unsetPreStress() {
eUnset(Ifc2x3tc1Package.Literals.IFC_TENDON__PRE_STRESS);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public boolean isSetPreStress() {
return eIsSet(Ifc2x3tc1Package.Literals.IFC_TENDON__PRE_STRESS);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public String getPreStressAsString() {
return (String) eGet(Ifc2x3tc1Package.Literals.IFC_TENDON__PRE_STRESS_AS_STRING, true);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void setPreStressAsString(String newPreStressAsString) {
eSet(Ifc2x3tc1Package.Literals.IFC_TENDON__PRE_STRESS_AS_STRING, newPreStressAsString);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void unsetPreStressAsString() {
eUnset(Ifc2x3tc1Package.Literals.IFC_TENDON__PRE_STRESS_AS_STRING);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public boolean isSetPreStressAsString() {
return eIsSet(Ifc2x3tc1Package.Literals.IFC_TENDON__PRE_STRESS_AS_STRING);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public double getFrictionCoefficient() {
return (Double) eGet(Ifc2x3tc1Package.Literals.IFC_TENDON__FRICTION_COEFFICIENT, true);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void setFrictionCoefficient(double newFrictionCoefficient) {
eSet(Ifc2x3tc1Package.Literals.IFC_TENDON__FRICTION_COEFFICIENT, newFrictionCoefficient);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void unsetFrictionCoefficient() {
eUnset(Ifc2x3tc1Package.Literals.IFC_TENDON__FRICTION_COEFFICIENT);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public boolean isSetFrictionCoefficient() {
return eIsSet(Ifc2x3tc1Package.Literals.IFC_TENDON__FRICTION_COEFFICIENT);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public String getFrictionCoefficientAsString() {
return (String) eGet(Ifc2x3tc1Package.Literals.IFC_TENDON__FRICTION_COEFFICIENT_AS_STRING, true);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void setFrictionCoefficientAsString(String newFrictionCoefficientAsString) {
eSet(Ifc2x3tc1Package.Literals.IFC_TENDON__FRICTION_COEFFICIENT_AS_STRING, newFrictionCoefficientAsString);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void unsetFrictionCoefficientAsString() {
eUnset(Ifc2x3tc1Package.Literals.IFC_TENDON__FRICTION_COEFFICIENT_AS_STRING);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public boolean isSetFrictionCoefficientAsString() {
return eIsSet(Ifc2x3tc1Package.Literals.IFC_TENDON__FRICTION_COEFFICIENT_AS_STRING);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public double getAnchorageSlip() {
return (Double) eGet(Ifc2x3tc1Package.Literals.IFC_TENDON__ANCHORAGE_SLIP, true);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void setAnchorageSlip(double newAnchorageSlip) {
eSet(Ifc2x3tc1Package.Literals.IFC_TENDON__ANCHORAGE_SLIP, newAnchorageSlip);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void unsetAnchorageSlip() {
eUnset(Ifc2x3tc1Package.Literals.IFC_TENDON__ANCHORAGE_SLIP);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public boolean isSetAnchorageSlip() {
return eIsSet(Ifc2x3tc1Package.Literals.IFC_TENDON__ANCHORAGE_SLIP);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public String getAnchorageSlipAsString() {
return (String) eGet(Ifc2x3tc1Package.Literals.IFC_TENDON__ANCHORAGE_SLIP_AS_STRING, true);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void setAnchorageSlipAsString(String newAnchorageSlipAsString) {
eSet(Ifc2x3tc1Package.Literals.IFC_TENDON__ANCHORAGE_SLIP_AS_STRING, newAnchorageSlipAsString);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void unsetAnchorageSlipAsString() {
eUnset(Ifc2x3tc1Package.Literals.IFC_TENDON__ANCHORAGE_SLIP_AS_STRING);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public boolean isSetAnchorageSlipAsString() {
return eIsSet(Ifc2x3tc1Package.Literals.IFC_TENDON__ANCHORAGE_SLIP_AS_STRING);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public double getMinCurvatureRadius() {
return (Double) eGet(Ifc2x3tc1Package.Literals.IFC_TENDON__MIN_CURVATURE_RADIUS, true);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void setMinCurvatureRadius(double newMinCurvatureRadius) {
eSet(Ifc2x3tc1Package.Literals.IFC_TENDON__MIN_CURVATURE_RADIUS, newMinCurvatureRadius);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void unsetMinCurvatureRadius() {
eUnset(Ifc2x3tc1Package.Literals.IFC_TENDON__MIN_CURVATURE_RADIUS);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public boolean isSetMinCurvatureRadius() {
return eIsSet(Ifc2x3tc1Package.Literals.IFC_TENDON__MIN_CURVATURE_RADIUS);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public String getMinCurvatureRadiusAsString() {
return (String) eGet(Ifc2x3tc1Package.Literals.IFC_TENDON__MIN_CURVATURE_RADIUS_AS_STRING, true);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void setMinCurvatureRadiusAsString(String newMinCurvatureRadiusAsString) {
eSet(Ifc2x3tc1Package.Literals.IFC_TENDON__MIN_CURVATURE_RADIUS_AS_STRING, newMinCurvatureRadiusAsString);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public void unsetMinCurvatureRadiusAsString() {
eUnset(Ifc2x3tc1Package.Literals.IFC_TENDON__MIN_CURVATURE_RADIUS_AS_STRING);
}
/**
* <!-- begin-user-doc -->
* <!-- end-user-doc -->
* @generated
*/
public boolean isSetMinCurvatureRadiusAsString() {
return eIsSet(Ifc2x3tc1Package.Literals.IFC_TENDON__MIN_CURVATURE_RADIUS_AS_STRING);
}
} //IfcTendonImpl