public void SetUpBeam()
{
var material = new Steel();
var section = new IBeamSection(
width: 91, height: 180, flangeWidth: 8, webWidth: 5.3, radius: 9);
var node1 = new FixedNode();
var node2 = new FixedNode();
var nodes = new Node[] { node1, node2 };
var span1 = new Span(
leftNode: node1,
length: 10,
rightNode: node2,
material: material,
section: section,
includeSelfWeight: true
);
var spans = new Span[] { span1 };
_beam = new Beam(spans, nodes, includeSelfWeight: false);
_beam.CalculationEngine.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30, withReinforcement: false);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new FixedNode();
var nodes = new Node[] { node1, node2 };
var span1 = new Span(
leftNode: node1,
length: 10,
rightNode: node2,
material: material,
section: section,
includeSelfWeight: false
);
var spans = new Span[] { span1 };
node1.ConcentratedForces.Add(new RotationDisplacement(value: 30));
_beam = new Beam(spans, nodes, includeSelfWeight: false);
_beam.CalculationEngine.Calculate();
}
public void SetUpBeam()
{
var material = new Material(youngModulus: 200, density: 0, thermalExpansionCoefficient: 0);
var section = new SectionProperties(area: 60, momentOfInteria: 20000);
var node1 = new FixedNode();
var node2 = new PinNode(angle: 22.02);
var nodes = new Node[] { node1, node2 };
var span1 = new Span(
leftNode: node1,
length: 8,
rightNode: node2,
material: material,
section: section,
includeSelfWeight: false
);
var spans = new Span[] { span1 };
var pointLoad = new ShearLoad(value: -40, position: 4);
span1.PointLoads.Add(pointLoad);
_beam = new Beam(spans, nodes, includeSelfWeight: false);
_beam.CalculationEngine.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30, withReinforcement: false);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new FixedNode();
var nodes = new Node[] { node1, node2 };
var span1 = new Span(
leftNode: node1,
length: 10,
rightNode: node2,
material: material,
section: section,
includeSelfWeight: false
);
var spans = new Span[] { span1 };
var pointLoad = new ShearLoad(value: -100, position: 3);
span1.PointLoads.Add(pointLoad);
_beam = new Beam(spans, nodes, includeSelfWeight: false);
_beam.CalculationEngine.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new SupportedNode();
var node3 = new FixedNode();
var nodes = new Node[] { node1, node2, node3 };
var span1 = new Span(
leftNode: node1,
length: 10,
rightNode: node2,
material: material,
section: section
);
var span2 = new Span(
leftNode: node2,
length: 10,
rightNode: node3,
material: material,
section: section
);
var spans = new Span[] { span1, span2 };
node2.ConcentratedForces.Add(new HorizontalDisplacement(value: 10));
_beam = new Beam(spans, nodes);
_beam.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new Hinge();
var node3 = new FixedNode();
var nodes = new Node[] { node1, node2, node3 };
var span1 = new Span(
leftNode: node1,
length: 10,
rightNode: node2,
material: material,
section: section
);
var span2 = new Span(
leftNode: node2,
length: 5,
rightNode: node3,
material: material,
section: section
);
var spans = new Span[] { span1, span2 };
span1.PointLoads.Add(new ShearLoad(value: -100, position: 3));
_beam = new Beam(spans, nodes);
_beam.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30, withReinforcement: false);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new FixedNode();
var nodes = new Node[] { node1, node2 };
var span1 = new Span(
leftNode: node1,
length: 10,
rightNode: node2,
material: material,
section: section,
includeSelfWeight: false
);
var spans = new Span[] { span1 };
span1.ContinousLoads.Add(ContinousBendingMomentLoad.Create(span1, value: 50));
_beam = new Beam(spans, nodes, includeSelfWeight: false);
_beam.CalculationEngine.Calculate();
}
public void SetUpFrame()
{
var material = new Material(youngModulus: 200, density: 0, thermalExpansionCoefficient: 0);
var section = new SectionProperties(area: 600, momentOfInteria: 6000);
var node1 = new PinNode(new Point(0, 0));
var node2 = new FreeNode(new Point(6, 0));
var node3 = new FixedNode(new Point(6, -6));
var nodes = new Node[] { node1, node2, node3 };
var span1 = new Span(
leftNode: node1,
rightNode: node2,
material: material,
section: section
);
var span2 = new Span(
leftNode: node2,
rightNode: node3,
material: material,
section: section
);
var spans = new Span[] { span1, span2 };
node2.ConcentratedForces.Add(new NormalLoad(value: 5));
_frame = new Frame(spans, nodes);
_frame.CalculationEngine.Calculate();
}
public void SetUpBeam()
{
var material = new Material(youngModulus: 200, density: 1, thermalExpansionCoefficient: 0);
var section = new SectionProperties(area: 60, momentOfInteria: 20000);
var node1 = new PinNode(angle: 90);
var node2 = new FixedNode();
var nodes = new Node[] { node1, node2 };
var span1 = new Span(
leftNode: node1,
length: 10,
rightNode: node2,
material: material,
section: section,
includeSelfWeight: false
);
var spans = new Span[] { span1 };
var shearLoad = ContinousAngledLoad.Create(
startPosition: 1, startValue: -20,
endPosition: 6, endValue: -100, angle: 35);
span1.ContinousLoads.Add(shearLoad);
var pointLoad = new ShearLoad(value: 200, position: 9);
span1.PointLoads.Add(pointLoad);
_beam = new Beam(spans, nodes, includeSelfWeight: false);
_beam.CalculationEngine.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new FixedNode();
var nodes = new Node[] { node1, node2 };
var span1 = new Span(
leftNode: node1,
length: 10,
rightNode: node2,
material: material,
section: section
);
var spans = new Span[] { span1 };
var startLoad = new LoadData(value: 50, position: 1);
var endLoad = new LoadData(value: 150, position: 7);
span1.ContinousLoads.Add(ContinousNormalLoad.Create(startLoad, endLoad));
_beam = new Beam(spans, nodes);
_beam.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new FixedNode();
var nodes = new Node[] { node1, node2 };
var span1 = new Span(
leftNode: node1,
length: 10,
rightNode: node2,
material: material,
section: section
);
var spans = new Span[] { span1 };
var pointLoad3 = new BendingMoment(value: 100, position: 8);
span1.PointLoads.Add(pointLoad3);
_beam = new Beam(spans, nodes);
_beam.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new FreeNode();
var nodes = new Node[] { node1, node2 };
var span1 = new Span(
leftNode: node1,
length: 10,
rightNode: node2,
material: material,
section: section
);
var spans = new Span[] { span1 };
var pointLoad1 = new NormalLoad(value: 100, position: 3);
span1.PointLoads.Add(pointLoad1);
var pointLoad2 = new ShearLoad(value: -100, position: 5);
span1.PointLoads.Add(pointLoad2);
node2.ConcentratedForces.Add(new NormalLoad(value: 150));
_beam = new Beam(spans, nodes);
_beam.Calculate();
}
public void SetUpBeam()
{
var material1 = new Concrete(youngModulus: 30, withReinforcement: false);
var material2 = new Concrete(youngModulus: 33, withReinforcement: false);
var section1 = new RectangleSection(width: 300, height: 700);
var section2 = new RectangleSection(width: 300, height: 500);
var node1 = new SleeveNode();
var node2 = new PinNode();
var node3 = new PinNode();
var node4 = new FixedNode();
var nodes = new Node[] { node1, node2, node3, node4 };
var span1 = new Span(
leftNode: node1,
length: 7,
rightNode: node2,
material: material1,
section: section1,
includeSelfWeight: false
);
var span2 = new Span(
leftNode: node2,
length: 3,
rightNode: node3,
material: material1,
section: section2,
includeSelfWeight: false
);
var span3 = new Span(
leftNode: node3,
length: 5,
rightNode: node4,
material: material2,
section: section2,
includeSelfWeight: false
);
var spans = new Span[] { span1, span2, span3 };
node2.ConcentratedForces.Add(new NormalLoad(value: 200));
node3.ConcentratedForces.Add(new VerticalDisplacement(value: -10));
var pointLoad = new ShearLoad(value: -100, position: 2.5);
span3.PointLoads.Add(pointLoad);
var startLoad = new LoadData(value: -10, position: 0);
var endLoad = new LoadData(value: -10, position: 7);
span1.ContinousLoads.Add(ContinousShearLoad.Create(startLoad, endLoad));
_beam = new Beam(spans, nodes, includeSelfWeight: false);
_beam.CalculationEngine.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30, withReinforcement: false);
var section1 = new RectangleSection(width: 300, height: 500);
var section2 = new RectangleSection(width: 200, height: 300);
var node1 = new FixedNode();
var node2 = new FreeNode();
var node3 = new SupportedNode();
var node4 = new SupportedNode();
var nodes = new Node[] { node1, node2, node3, node4 };
var span1 = new Span(
leftNode: node1,
length: 6,
rightNode: node2,
material: material,
section: section1,
includeSelfWeight: false
);
var span2 = new Span(
leftNode: node2,
length: 4,
rightNode: node3,
material: material,
section: section2,
includeSelfWeight: false
);
var span3 = new Span(
leftNode: node3,
length: 10,
rightNode: node4,
material: material,
section: section2,
includeSelfWeight: false
);
var spans = new Span[] { span1, span2, span3 };
node2.ConcentratedForces.Add(new ShearLoad(value: -200));
node3.ConcentratedForces.Add(new BendingMoment(value: 90));
var startLoad = new LoadData(value: -30, position: 0);
var endLoad = new LoadData(value: 0, position: 6);
span1.ContinousLoads.Add(ContinousShearLoad.Create(startLoad, endLoad));
var pointLoad = new ShearLoad(value: -150, position: 5);
span3.PointLoads.Add(pointLoad);
_beam = new Beam(spans, nodes, includeSelfWeight: false);
_beam.CalculationEngine.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30, withReinforcement: false);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new SupportedNodeWithHinge();
var node3 = new SupportedNode();
var nodes = new Node[] { node1, node2, node3 };
var span1 = new Span(
leftNode: node1,
length: 10,
rightNode: node2,
material: material,
section: section,
includeSelfWeight: false
);
var span2 = new Span(
leftNode: node2,
length: 5,
rightNode: node3,
material: material,
section: section,
includeSelfWeight: false
);
var spans = new Span[] { span1, span2 };
var pointLoad1 = new NormalLoad(value: 150, position: 4);
span1.PointLoads.Add(pointLoad1);
var pointLoad2 = new NormalLoad(value: -100, position: 4);
span2.PointLoads.Add(pointLoad2);
var pointLoad3 = new BendingMoment(value: 100, position: 8);
span1.PointLoads.Add(pointLoad3);
var startLoad1 = new LoadData(value: -10, position: 0);
var endLoad1 = new LoadData(value: -10, position: 10);
span1.ContinousLoads.Add(ContinousShearLoad.Create(startLoad1, endLoad1));
_beam = new Beam(spans, nodes, includeSelfWeight: false);
_beam.CalculationEngine.Calculate();
}
public void SetUpBeam()
{
var material1 = new Concrete(youngModulus: 30, withReinforcement: false);
var material2 = new Concrete(youngModulus: 33, withReinforcement: false);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new FreeNode();
var node3 = new SupportedNode();
var nodes = new Node[] { node1, node2, node3 };
var span1 = new Span(
leftNode: node1,
length: 10,
rightNode: node2,
material: material1,
section: section,
includeSelfWeight: false
);
var span2 = new Span(
leftNode: node2,
length: 5,
rightNode: node3,
material: material2,
section: section,
includeSelfWeight: false
);
var spans = new Span[] { span1, span2 };
var upDownTemperatureLoad = UpDownTemperatureDifferenceLoad.Create(
span1, upperTemperature: 20, lowerTemperature: 0);
span1.ContinousLoads.Add(upDownTemperatureLoad);
var alongTemperatureLoad = AlongTemperatureDifferenceLoad.Create(
span1, temperatureDifference: 10);
span1.ContinousLoads.Add(alongTemperatureLoad);
_beam = new Beam(spans, nodes, includeSelfWeight: false);
_beam.CalculationEngine.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30, withReinforcement: false);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new Hinge();
var node3 = new FixedNode();
var nodes = new Node[] { node1, node2, node3 };
var span1 = new Span(
leftNode: node1,
length: 10,
rightNode: node2,
material: material,
section: section,
includeSelfWeight: false
);
var span2 = new Span(
leftNode: node2,
length: 10,
rightNode: node3,
material: material,
section: section,
includeSelfWeight: false
);
var spans = new Span[] { span1, span2 };
node2.ConcentratedForces.Add(new AngledLoad(value: -100, angle: 30));
var pointLoad1 = new AngledLoad(value: -200, position: 5, angle: -45);
span1.PointLoads.Add(pointLoad1);
var pointLoad2 = new AngledLoad(value: -200, position: 5, angle: -60);
span2.PointLoads.Add(pointLoad2);
_beam = new Beam(spans, nodes, includeSelfWeight: false);
_beam.CalculationEngine.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30);
var section1 = new RectangleSection(width: 300, height: 500);
var section2 = new RectangleSection(width: 600, height: 500);
var node1 = new FixedNode();
var node2 = new SupportedNode();
var node3 = new PinNode();
var nodes = new Node[] { node1, node2, node3 };
var span1 = new Span(
leftNode: node1,
length: 8,
rightNode: node2,
material: material,
section: section1
);
var span2 = new Span(
leftNode: node2,
length: 8,
rightNode: node3,
material: material,
section: section2
);
var spans = new Span[] { span1, span2 };
node2.ConcentratedForces.Add(new VerticalDisplacement(value: -10));
var pointLoad = new ShearLoad(value: -40, position: 4);
span2.PointLoads.Add(pointLoad);
var startLoad = new LoadData(value: -6, position: 0);
var endLoad = new LoadData(value: -6, position: 8);
span1.ContinousLoads.Add(ContinousShearLoad.Create(startLoad, endLoad));
_beam = new Beam(spans, nodes);
_beam.Calculate();
}
public void SetUpBeam()
{
var material1 = new Concrete(youngModulus: 27, withReinforcement: false);
var material2 = new Concrete(youngModulus: 37, withReinforcement: false);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new Hinge();
var node3 = new FixedNode();
var nodes = new Node[] { node1, node2, node3 };
var span1 = new Span(
leftNode: node1,
length: 4,
rightNode: node2,
material: material1,
section: section,
includeSelfWeight: false
);
var span2 = new Span(
leftNode: node2,
length: 4,
rightNode: node3,
material: material2,
section: section,
includeSelfWeight: false
);
var spans = new Span[] { span1, span2 };
node2.ConcentratedForces.Add(new ShearLoad(value: -20));
span1.ContinousLoads.Add(ContinousShearLoad.Create(
new LoadData(value: -9, position: 0),
new LoadData(value: -9, position: 4)));
_beam = new Beam(spans, nodes, includeSelfWeight: false);
_beam.CalculationEngine.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30, withReinforcement: false);
var section1 = new RectangleSection(width: 300, height: 500);
var section2 = new RectangleSection(width: 600, height: 500);
var node1 = new FixedNode();
var node2 = new SupportedNode();
var node3 = new PinNode();
var nodes = new Node[] { node1, node2, node3 };
var span1 = new Span(
leftNode: node1,
length: 8,
rightNode: node2,
material: material,
section: section1,
includeSelfWeight: false
);
var span2 = new Span(
leftNode: node2,
length: 8,
rightNode: node3,
material: material,
section: section2,
includeSelfWeight: false
);
var spans = new Span[] { span1, span2 };
node2.ConcentratedForces.Add(new VerticalDisplacement(value: -10));
_beam = new Beam(spans, nodes, includeSelfWeight: false);
_beam.CalculationEngine.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new Hinge();
var node3 = new SupportedNode();
var node4 = new SupportedNode();
var nodes = new Node[] { node1, node2, node3, node4 };
var span1 = new Span(
leftNode: node1,
length: 3,
rightNode: node2,
material: material,
section: section
);
var span2 = new Span(
leftNode: node2,
length: 7,
rightNode: node3,
material: material,
section: section
);
var span3 = new Span(
leftNode: node3,
length: 5,
rightNode: node4,
material: material,
section: section
);
var spans = new Span[] { span1, span2, span3 };
var startLoad1 = new LoadData(value: -10, position: 0);
var endLoad1 = new LoadData(value: -10, position: 3);
span1.ContinousLoads.Add(ContinousShearLoad.Create(startLoad1, endLoad1));
var startLoad2 = new LoadData(value: -10, position: 0);
var endLoad2 = new LoadData(value: -10, position: 7);
span2.ContinousLoads.Add(ContinousShearLoad.Create(startLoad2, endLoad2));
var startLoad3 = new LoadData(value: -10, position: 0);
var endLoad3 = new LoadData(value: -10, position: 5);
span3.ContinousLoads.Add(ContinousShearLoad.Create(startLoad3, endLoad3));
var pointLoad = new ShearLoad(value: -100, position: 2.5);
span3.PointLoads.Add(pointLoad);
_beam = new Beam(spans, nodes);
_beam.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30);
var section1 = new RectangleSection(width: 300, height: 500);
var section2 = new RectangleSection(width: 200, height: 300);
var node1 = new FixedNode();
var node2 = new FreeNode();
var node3 = new SupportedNode();
var node4 = new FixedNode();
var nodes = new Node[] { node1, node2, node3, node4 };
var span1 = new Span(
leftNode: node1,
length: 6,
rightNode: node2,
material: material,
section: section1
);
var span2 = new Span(
leftNode: node2,
length: 4,
rightNode: node3,
material: material,
section: section2
);
var span3 = new Span(
leftNode: node3,
length: 10,
rightNode: node4,
material: material,
section: section2
);
var spans = new Span[] { span1, span2, span3 };
node2.ConcentratedForces.Add(new ShearLoad(value: -200));
node2.ConcentratedForces.Add(new BendingMoment(value: 150));
var startLoad1 = new LoadData(value: 0, position: 0);
var endLoad1 = new LoadData(value: -30, position: 2.5);
var startLoad2 = new LoadData(value: -30, position: 2.5);
var endLoad2 = new LoadData(value: -30, position: 7.5);
var startLoad3 = new LoadData(value: -30, position: 7.5);
var endLoad3 = new LoadData(value: 0, position: 10);
span3.ContinousLoads.Add(ContinousShearLoad.Create(startLoad1, endLoad1));
span3.ContinousLoads.Add(ContinousShearLoad.Create(startLoad2, endLoad2));
span3.ContinousLoads.Add(ContinousShearLoad.Create(startLoad3, endLoad3));
var pointLoad = new ShearLoad(value: -150, position: 3);
span1.PointLoads.Add(pointLoad);
_beam = new Beam(spans, nodes);
_beam.Calculate();
}
public void SetUpBeam()
{
var material = new Material()
{
YoungModulus = 33
};
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new Hinge();
var node3 = new Hinge();
var node4 = new SupportedNode();
var node5 = new SupportedNode();
var nodes = new Node[] { node1, node2, node3, node4, node5 };
var span1 = new Span(
leftNode: node1,
length: 5,
rightNode: node2,
material: material,
section: section
);
var span2 = new Span(
leftNode: node2,
length: 7,
rightNode: node3,
material: material,
section: section
);
var span3 = new Span(
leftNode: node3,
length: 5,
rightNode: node4,
material: material,
section: section
);
var span4 = new Span(
leftNode: node4,
length: 3,
rightNode: node5,
material: material,
section: section
);
var spans = new Span[] { span1, span2, span3, span4 };
node2.ConcentratedForces.Add(new BendingMoment(value: 56));
node3.ConcentratedForces.Add(new ShearLoad(value: 100));
var startLoad1 = new ShearLoad(value: -15, position: 1);
var endLoad1 = new ShearLoad(value: -25, position: 5);
span1.ContinousLoads.Add(new ContinousLoad(startLoad1, endLoad1));
var startLoad2 = new ShearLoad(value: -25, position: 0);
var endLoad2 = new ShearLoad(value: 25, position: 4);
span3.ContinousLoads.Add(new ContinousLoad(startLoad2, endLoad2));
var pointLoad1 = new ShearLoad(value: -150, position: 3.4);
span2.PointLoads.Add(pointLoad1);
var pointLoad2 = new ShearLoad(value: -50, position: 1.5);
span4.PointLoads.Add(pointLoad2);
_beam = new Beam(spans, nodes);
_beam.Calculate();
}
public void SetUp()
{
_fixedNode = new FixedNode();
}
public void FullBeamCalculationsTest_TimeoutPerformanceChecking_Success(
[Random(27.0, 37.0, 1)] double youngModulus,
[Random(150.0, 500.0, 1)] double width,
[Random(240.0, 1000.0, 1)] double height,
[Random(1.0, 10.0, 2)] double length1,
[Random(1.0, 10.0, 1)] double length2,
[Random(1.0, 10.0, 2)] double length3,
[Random(1.0, 10.0, 2)] double length4,
[Random(-1000.0, -1.0, 2)] double nodeForce,
[Random(-100.0, -1.0, 2)] double shearForce,
[Random(0.0, 1.0, 1)] double minPosition,
[Random(-300.0, -10.0, 2)] double pointLoad,
[Random(1.1, 3.0, 2)] double divider
)
{
var material = new Concrete(youngModulus: youngModulus);
var section = new RectangleSection(width: width, height: height);
var node1 = new FixedNode();
var node2 = new Hinge();
var node3 = new Hinge();
var node4 = new SupportedNode();
var node5 = new SupportedNode();
var nodes = new Node[] { node1, node2, node3, node4, node5 };
var span1 = new Span(
leftNode: node1,
length: length1,
rightNode: node2,
material: material,
section: section
);
var span2 = new Span(
leftNode: node2,
length: length2,
rightNode: node3,
material: material,
section: section
);
var span3 = new Span(
leftNode: node3,
length: length3,
rightNode: node4,
material: material,
section: section
);
var span4 = new Span(
leftNode: node4,
length: length4,
rightNode: node5,
material: material,
section: section
);
var spans = new Span[] { span1, span2, span3, span4 };
node3.ConcentratedForces.Add(new ShearLoad(value: nodeForce));
var startLoad1 = new LoadData(value: shearForce, position: minPosition);
var endLoad1 = new LoadData(value: shearForce, position: length1);
span1.ContinousLoads.Add(ContinousShearLoad.Create(startLoad1, endLoad1));
var pointLoad1 = new ShearLoad(value: pointLoad, position: length2 / divider);
span2.PointLoads.Add(pointLoad1);
_beam = new Beam(spans, nodes);
_beam.Calculate();
for (int i = 0; i < _beam.Length * 100; i++)
{
_beam.ShearResult.GetValue(i);
_beam.BendingMomentResult.GetValue(i);
_beam.VerticalDeflectionResult.GetValue(i);
_beam.RotationResult.GetValue(i);
}
Assert.That(_beam.Spans[0].LeftNode.NormalForce?.Value, Is.Not.Null);
Assert.That(_beam.Spans[0].LeftNode.ShearForce?.Value, Is.Not.Null);
Assert.That(_beam.Spans[0].LeftNode.BendingMoment?.Value, Is.Not.Null);
Assert.That(_beam.Spans[1].LeftNode.NormalForce, Is.Null);
Assert.That(_beam.Spans[1].LeftNode.ShearForce, Is.Null);
Assert.That(_beam.Spans[1].LeftNode.BendingMoment, Is.Null);
Assert.That(_beam.Spans[2].LeftNode.NormalForce, Is.Null);
Assert.That(_beam.Spans[2].LeftNode.ShearForce, Is.Null);
Assert.That(_beam.Spans[2].LeftNode.BendingMoment, Is.Null);
Assert.That(_beam.Spans[3].LeftNode.NormalForce?.Value, Is.Not.Null);
Assert.That(_beam.Spans[3].LeftNode.ShearForce?.Value, Is.Not.Null);
Assert.That(_beam.Spans[3].LeftNode.BendingMoment, Is.Null);
Assert.That(_beam.Spans[3].RightNode.NormalForce?.Value, Is.Not.Null);
Assert.That(_beam.Spans[3].RightNode.ShearForce?.Value, Is.Not.Null);
Assert.That(_beam.Spans[3].RightNode.BendingMoment, Is.Null);
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30, withReinforcement: false);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new FreeNode();
var node3 = new FreeNode();
var node4 = new SupportedNode();
var node5 = new SupportedNode();
var nodes = new Node[] { node1, node2, node3, node4, node5 };
var span1 = new Span(
leftNode: node1,
length: 5,
rightNode: node2,
material: material,
section: section,
includeSelfWeight: false
);
var span2 = new Span(
leftNode: node2,
length: 7,
rightNode: node3,
material: material,
section: section,
includeSelfWeight: false
);
var span3 = new Span(
leftNode: node3,
length: 5,
rightNode: node4,
material: material,
section: section,
includeSelfWeight: false
);
var span4 = new Span(
leftNode: node4,
length: 3,
rightNode: node5,
material: material,
section: section,
includeSelfWeight: false
);
var spans = new Span[] { span1, span2, span3, span4 };
node2.ConcentratedForces.Add(new BendingMoment(value: 56));
node3.ConcentratedForces.Add(new ShearLoad(value: 100));
var startLoad1 = new LoadData(value: -15, position: 1);
var endLoad1 = new LoadData(value: -25, position: 5);
span1.ContinousLoads.Add(ContinousShearLoad.Create(startLoad1, endLoad1));
var startLoad2 = new LoadData(value: -25, position: 0);
var endLoad2 = new LoadData(value: 25, position: 4);
span3.ContinousLoads.Add(ContinousShearLoad.Create(startLoad2, endLoad2));
var pointLoad1 = new ShearLoad(value: -150, position: 3.4);
span2.PointLoads.Add(pointLoad1);
var pointLoad2 = new ShearLoad(value: -50, position: 1.5);
span4.PointLoads.Add(pointLoad2);
_beam = new Beam(spans, nodes, includeSelfWeight: false);
_beam.CalculationEngine.Calculate();
}
public override void Init()
{
clock = new Timer() { Interval = 1000 };
stopwatch = new Stopwatch();
clock.Elapsed += delegate
{
lCountDown.Content = (--countdown).ToString();
if (countdown == 0)
{
BoxRenderer boxR = new BoxRenderer(Game.Context);
Global.Window.Dispatcher.BeginInvoke(new Action(delegate { Game.ChangeRenderer(boxR);boxR.StartNew(); }));
clock.Stop();
}
};
//Camera.LookAt(new Vector3(3,0f, 3), new Vector3(-6.5f, 5.55f, -6.5f));
int[] condition = conditions[Test.BoxIndex % conditions.Count];
bool[] arrowCondition = arrowConditions[condition[1]];
boxSize = new float[]
{
arrowCondition[0] ? 1.5f : 4.5f,
arrowCondition[1] ? 1.5f : 4.5f,
arrowCondition[2] ? 1.5f : 4.5f
};
box = new Box(1, 1, 1);
box.ScalingValues = new Vector3(boxSize[0], boxSize[1], boxSize[2]);
sWidget = new ScalingWidget(box);
RenderableNode rNodeBox = new RenderableNode(box) { Label = "RBox" };
float[] axis = axes[condition[2]];
FixedNode fNodeFrame = new FixedNode {
Label = "fGrid",
Position = Vector3.Zero,
Rotation = Quaternion.RotationYawPitchRoll(MathHelper.DegreesToRadians(axis[0]),
MathHelper.DegreesToRadians(axis[1]),
MathHelper.DegreesToRadians(axis[2]))
};
fNodeBox = new FixedNode
{
Label = "fBox",
};
NewSession();
CameraAnchorNode coNode = new CameraAnchorNode();
Scene.Tree.RootNode.AppendChild(fNodeFrame);
Scene.Tree.RootNode.AppendChild(coNode);
fNodeBox.AppendChild(rNodeBox);
fNodeFrame.AppendChild(bbox.ToBranch());
fNodeFrame.AppendChild(fNodeBox);
FixedNode nWidget = sWidget.ToBranch();
fNodeBox.AppendChild(nWidget);
DeviceContext.Immediate.InputAssembler.PrimitiveTopology = PrimitiveTopology.TriangleList;
Hud = Hud.FromDescription(Game.Context.Device,
new HudDescription(
width: Game.Context.Settings.ScreenWidth,
height: Game.Context.Settings.ScreenHeight,
zNear: Game.CurrentRenderer.Camera.NearClip,
zFar: Game.CurrentRenderer.Camera.FarClip,
cameraEnabled: true,
multithreaded: true
));
OdysseyUI.CurrentHud = Hud;
Hud.BeginDesign();
bNew = new Button()
{
Size = new System.Drawing.Size(120, 60),
Content = "New Session",
Position = new Vector2(1760, 0)
};
Button bSession = new Button()
{
Size = new System.Drawing.Size(120, 30),
Content = "Next",
Position = new Vector2(1760, 40)
};
bSession.MouseClick += (sender, e) =>
{
//Test.BoxIndex++;
Test.Count= (Test.Count + 1) % conditions.Count;
BoxRenderer boxR = new BoxRenderer(Game.Context);
Global.Window.Dispatcher.BeginInvoke(new Action(delegate { Game.ChangeRenderer(boxR); boxR.StartNew(); }));
};
Button bStop = new Button
{
Size = new System.Drawing.Size(120, 60),
Content = "Stop",
Position = new Vector2(0, 1020)
};
bStop.TouchUp += (sender, e) =>
{
stopwatch.Stop();
Stop(new BoxEventArgs(startTime,DateTime.Now, true));
};
lCountDown = new Label()
{
Content = "3",
Position = new Vector2(800, 300),
IsVisible = false,
TextDescriptionClass = "Huge"
};
rp = new TouchRayPanel { Size = Hud.Size, };//Camera = this.Camera };
rp.SetScalingWidget(sWidget);
rp.SetBox(box);
rp.SetFrame((IBox)bbox);
rp.SetArrowConditions(arrowCondition);
rp.SetAxis(axis);
Hud.Add(rp);
//rp.Add(bSession);
//rp.Add(bConnect);
//rp.Add(bTracking);
//
rp.Add(bStop);
rp.Add(bNew);
rp.Completed += (sender, e) => ((BoxRenderer)Game.CurrentRenderer).Stop(e);
bNew.MouseUp += delegate
{
if (startingNewSession)
return;
startingNewSession = true;
Hud.BeginDesign();
lCountDown.IsVisible = true;
Hud.Controls.Add(lCountDown);
Hud.EndDesign();
clock.Start();
};
Hud.Init();
Hud.EndDesign();
Scene.BuildRenderScene();
Hud.AddToScene(this, Scene);
IsInited = true;
}
