本文整理汇总了C++中step::RefPtr::getLinearMomentZ方法的典型用法代码示例。如果您正苦于以下问题：C++ RefPtr::getLinearMomentZ方法的具体用法？C++ RefPtr::getLinearMomentZ怎么用？C++ RefPtr::getLinearMomentZ使用的例子？那么恭喜您, 这里精选的方法代码示例或许可以为您提供帮助。您也可以进一步了解该方法所在类step::RefPtr的用法示例。
在下文中一共展示了RefPtr::getLinearMomentZ方法的1个代码示例，这些例子默认根据受欢迎程度排序。您可以为喜欢或者感觉有用的代码点赞，您的评价将有助于系统推荐出更棒的C++代码示例。
示例1: main
int main(int n, char **p)
{
Step::RefPtr<ifc2x3::ExpressDataSet> eds ;
try
{
std::cout << "Creating ExpressDataSet" << std::endl;
eds = new ifc2x3::ExpressDataSet;
}
catch (const std::exception& e)
{
TEST_FAILURE((std::string("Exception : ") + e.what()).c_str());
}
TEST_VALIDITY(eds);
Step::RefPtr< ifc2x3::IfcStructuralLinearActionVarying > StructuralLinearActionVarying = eds->createIfcStructuralLinearActionVarying();
TEST_ASSERT(StructuralLinearActionVarying->getVaryingAppliedLoads().empty());
Step::RefPtr< ifc2x3::IfcShapeAspect > ShapeAspect = eds->createIfcShapeAspect();
TEST_VALIDITY(ShapeAspect);
Step::RefPtr< ifc2x3::IfcShapeModel > ShapeModelRepresentation1 = eds->createIfcShapeRepresentation();
Step::RefPtr< ifc2x3::IfcShapeModel > ShapeModelRepresentation2 = eds->createIfcShapeRepresentation();
ShapeAspect->getShapeRepresentations().push_back(ShapeModelRepresentation1);
ShapeAspect->getShapeRepresentations().push_back(ShapeModelRepresentation2);
ShapeAspect->setName("ShapeAspect");
ShapeAspect->setDescription("IfcShapeAspect");
ShapeAspect->setProductDefinitional(Step::LTrue);
Step::RefPtr< ifc2x3::IfcProductDefinitionShape > ProductDefinitionShape = eds->createIfcProductDefinitionShape();
ShapeAspect->setPartOfProductDefinitionShape(ProductDefinitionShape);
StructuralLinearActionVarying->setVaryingAppliedLoadLocation(ShapeAspect);
Step::RefPtr< ifc2x3::IfcStructuralLoad > StructuralLoad1 = eds->createIfcStructuralLoadLinearForce();
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadLinearForce> > (StructuralLoad1)->setLinearForceX(1);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadLinearForce> > (StructuralLoad1)->setLinearForceY(1);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadLinearForce> > (StructuralLoad1)->setLinearForceZ(1);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadLinearForce> > (StructuralLoad1)->setLinearMomentX(1);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadLinearForce> > (StructuralLoad1)->setLinearMomentY(1);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadLinearForce> > (StructuralLoad1)->setLinearMomentZ(1);
StructuralLinearActionVarying->getSubsequentAppliedLoads().push_back(StructuralLoad1);
Step::RefPtr< ifc2x3::IfcStructuralLoad > StructuralLoad2 = eds->createIfcStructuralLoadPlanarForce();
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadPlanarForce> > (StructuralLoad2)->setPlanarForceX(2);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadPlanarForce> > (StructuralLoad2)->setPlanarForceY(2);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadPlanarForce> > (StructuralLoad2)->setPlanarForceZ(2);
StructuralLinearActionVarying->getSubsequentAppliedLoads().push_back(StructuralLoad2);
Step::RefPtr< ifc2x3::IfcStructuralLoad > StructuralLoad3 = eds->createIfcStructuralLoadSingleDisplacement();
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadSingleDisplacement> > (StructuralLoad3)->setDisplacementX(3);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadSingleDisplacement> > (StructuralLoad3)->setDisplacementY(3);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadSingleDisplacement> > (StructuralLoad3)->setDisplacementZ(3);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadSingleDisplacement> > (StructuralLoad3)->setRotationalDisplacementRX(3);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadSingleDisplacement> > (StructuralLoad3)->setRotationalDisplacementRY(3);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadSingleDisplacement> > (StructuralLoad3)->setRotationalDisplacementRZ(3);
StructuralLinearActionVarying->getSubsequentAppliedLoads().push_back(StructuralLoad3);
Step::RefPtr< ifc2x3::IfcStructuralLoad > StructuralLoad4 = eds->createIfcStructuralLoadSingleForce();
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadSingleForce> > (StructuralLoad4)->setForceX(4);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadSingleForce> > (StructuralLoad4)->setForceY(4);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadSingleForce> > (StructuralLoad4)->setForceZ(4);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadSingleForce> > (StructuralLoad4)->setMomentX(4);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadSingleForce> > (StructuralLoad4)->setMomentY(4);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadSingleForce> > (StructuralLoad4)->setMomentZ(4);
StructuralLinearActionVarying->getSubsequentAppliedLoads().push_back(StructuralLoad4);
Step::RefPtr< ifc2x3::IfcStructuralLoad > StructuralLoad5 = eds->createIfcStructuralLoadTemperature();
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadTemperature> > (StructuralLoad5)->setDeltaT_Constant(5);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadTemperature> > (StructuralLoad5)->setDeltaT_Y(5);
static_cast<Step::RefPtr<ifc2x3::IfcStructuralLoadTemperature> > (StructuralLoad5)->setDeltaT_Z(5);
StructuralLinearActionVarying->getSubsequentAppliedLoads().push_back(StructuralLoad5);
ifc2x3::List_IfcStructuralLoad_2_n ListIfcStructuralLoad = StructuralLinearActionVarying->getVaryingAppliedLoads();
if(dynamic_cast<ifc2x3::IfcStructuralLoadLinearForce* > (ListIfcStructuralLoad[0].get()))
{
Step::RefPtr<ifc2x3::IfcStructuralLoadLinearForce> StructuralLoadLinearForce = static_cast<ifc2x3::IfcStructuralLoadLinearForce* > (ListIfcStructuralLoad[0].get());
TEST_ASSERT(StructuralLoadLinearForce->getLinearForceX()==1);
TEST_ASSERT(StructuralLoadLinearForce->getLinearForceY()==1);
TEST_ASSERT(StructuralLoadLinearForce->getLinearForceZ()==1);
TEST_ASSERT(StructuralLoadLinearForce->getLinearMomentX()==1);
TEST_ASSERT(StructuralLoadLinearForce->getLinearMomentY()==1);
TEST_ASSERT(StructuralLoadLinearForce->getLinearMomentZ()==1);
}
if(dynamic_cast<ifc2x3::IfcStructuralLoadPlanarForce* > (ListIfcStructuralLoad[1].get()))
{
Step::RefPtr<ifc2x3::IfcStructuralLoadPlanarForce> StructuralLoadPlanarForce = static_cast<ifc2x3::IfcStructuralLoadPlanarForce* > (ListIfcStructuralLoad[1].get());
TEST_ASSERT(StructuralLoadPlanarForce->getPlanarForceX()==2);
TEST_ASSERT(StructuralLoadPlanarForce->getPlanarForceY()==2);
TEST_ASSERT(StructuralLoadPlanarForce->getPlanarForceZ()==2);
}
if(dynamic_cast<ifc2x3::IfcStructuralLoadSingleDisplacement* > (ListIfcStructuralLoad[2].get()))
{
Step::RefPtr<ifc2x3::IfcStructuralLoadSingleDisplacement> StructuralLoadSingleDisplacement = static_cast<ifc2x3::IfcStructuralLoadSingleDisplacement* > (ListIfcStructuralLoad[2].get());
TEST_ASSERT(StructuralLoadSingleDisplacement->getDisplacementX()==3);
TEST_ASSERT(StructuralLoadSingleDisplacement->getDisplacementY()==3);
TEST_ASSERT(StructuralLoadSingleDisplacement->getDisplacementZ()==3);
TEST_ASSERT(StructuralLoadSingleDisplacement->getRotationalDisplacementRX()==3);
TEST_ASSERT(StructuralLoadSingleDisplacement->getRotationalDisplacementRY()==3);
TEST_ASSERT(StructuralLoadSingleDisplacement->getRotationalDisplacementRZ()==3);
}
if(dynamic_cast<ifc2x3::IfcStructuralLoadSingleForce* > (ListIfcStructuralLoad[3].get()))
{
Step::RefPtr<ifc2x3::IfcStructuralLoadSingleForce> StructuralLoadSingleForce = static_cast<ifc2x3::IfcStructuralLoadSingleForce* > (ListIfcStructuralLoad[3].get());
TEST_ASSERT(StructuralLoadSingleForce->getForceX()==4);
//.........这里部分代码省略.........