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, 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);
var material2 = new Concrete(youngModulus: 33);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new TelescopeNode();
var node2 = new SupportedNode();
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
);
var span2 = new Span(
leftNode: node2,
length: 10,
rightNode: node3,
material: material2,
section: section
);
var spans = new Span[] { span1, span2 };
var startLoad1 = new LoadData(value: -20, position: 0);
var endLoad1 = new LoadData(value: -20, position: 10);
span1.ContinousLoads.Add(ContinousShearLoad.Create(startLoad1, endLoad1));
var startLoad2 = new LoadData(value: -20, position: 0);
var endLoad2 = new LoadData(value: -20, position: 10);
span2.ContinousLoads.Add(ContinousShearLoad.Create(startLoad2, endLoad2));
var pointLoad = new ShearLoad(value: -100, position: 5);
span1.PointLoads.Add(pointLoad);
_beam = new Beam(spans, nodes);
_beam.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));
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, 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 SupportedNode();
var node2 = new PinNode();
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 section = new RectangleSection(width: 300, height: 500);
var node1 = new SupportedNode();
var node2 = new SupportedNode();
var node3 = new FreeNode();
var nodes = new Node[] { node1, node2, node3 };
var span1 = new Span(
leftNode: node1,
length: 15,
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 };
node3.ConcentratedForces.Add(new BendingMoment(value: 30));
var startLoad1 = new LoadData(value: -60, position: 0);
var endLoad1 = new LoadData(value: -60, position: 15);
span1.ContinousLoads.Add(ContinousShearLoad.Create(startLoad1, endLoad1));
var startLoad2 = new LoadData(value: -60, position: 0);
var endLoad2 = new LoadData(value: -60, position: 5);
span2.ContinousLoads.Add(ContinousShearLoad.Create(startLoad2, endLoad2));
_beam = new Beam(spans, nodes);
_beam.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 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);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FreeNode();
var node2 = new PinNode();
var node3 = new PinNode();
var node4 = new SupportedNode();
var nodes = new Node[] { node1, node2, node3, node4 };
var span1 = new Span(
leftNode: node1,
length: 5,
rightNode: node2,
material: material,
section: section
);
var span2 = new Span(
leftNode: node2,
length: 10,
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 upDownTemperatureLoad = UpDownTemperatureDifferenceLoad.Create(
span3, upperTemperature: -20, lowerTemperature: 5);
span3.ContinousLoads.Add(upDownTemperatureLoad);
var alongTemperatureLoad1 = AlongTemperatureDifferenceLoad.Create(
span1, temperatureDifference: -50);
span1.ContinousLoads.Add(alongTemperatureLoad1);
var alongTemperatureLoad2 = AlongTemperatureDifferenceLoad.Create(
span2, temperatureDifference: 10);
span2.ContinousLoads.Add(alongTemperatureLoad2);
var startLoad = new LoadData(value: -50, position: 0);
var endLoad = new LoadData(value: -50, position: 10);
span2.ContinousLoads.Add(ContinousShearLoad.Create(startLoad, endLoad));
var pointLoad = new ShearLoad(value: -100, position: 2);
span3.PointLoads.Add(pointLoad);
_beam = new Beam(spans, nodes);
_beam.Calculate();
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 33, withReinforcement: false);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FreeNode();
var node2 = new SupportedNode();
var node3 = new SupportedNode();
var node4 = new SupportedNode();
var node5 = new FreeNode();
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: 5,
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: 5,
rightNode: node5,
material: material,
section: section,
includeSelfWeight: false
);
var spans = new Span[] { span1, span2, span3, span4 };
node5.ConcentratedForces.Add(new BendingMoment(value: -50));
var startLoad1 = new LoadData(value: -10, position: 0);
var endLoad1 = new LoadData(value: -30, position: 5);
span1.ContinousLoads.Add(ContinousShearLoad.Create(startLoad1, endLoad1));
var startLoad2 = new LoadData(value: -10, position: 0);
var endLoad2 = new LoadData(value: -10, position: 5);
span4.ContinousLoads.Add(ContinousShearLoad.Create(startLoad2, endLoad2));
var startLoad3 = new LoadData(value: 0, position: 0);
var endLoad3 = new LoadData(value: -20, position: 5);
span4.ContinousLoads.Add(ContinousShearLoad.Create(startLoad3, endLoad3));
var pointLoad1 = new ShearLoad(value: -150, position: 4);
span2.PointLoads.Add(pointLoad1);
var pointLoad2 = new ShearLoad(value: -100, position: 2);
span3.PointLoads.Add(pointLoad2);
var pointLoad3 = new ShearLoad(value: -50, position: 4);
span3.PointLoads.Add(pointLoad3);
_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 TelescopeNode();
var node2 = new PinNode();
var node3 = new Hinge();
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 };
node3.ConcentratedForces.Add(new AngledLoad(value: -100, angle: 30));
node2.ConcentratedForces.Add(new VerticalDisplacement(value: -10));
var pointLoad1 = new AngledLoad(value: -200, position: 1.5, angle: -45);
span1.PointLoads.Add(pointLoad1);
var startLoad = new LoadData(value: -20, position: 0);
var endLoad = new LoadData(value: -20, position: 7);
span2.ContinousLoads.Add(ContinousShearLoad.Create(startLoad, endLoad));
var upDownTemperatureLoad = UpDownTemperatureDifferenceLoad.Create( // TODO: Check Hinge - something wrong
span3, upperTemperature: 5, lowerTemperature: 0);
span3.ContinousLoads.Add(upDownTemperatureLoad);
var alongTemperatureLoad = AlongTemperatureDifferenceLoad.Create(
span3, temperatureDifference: 10);
span3.ContinousLoads.Add(alongTemperatureLoad);
_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 Concrete(youngModulus: 30);
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 };
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);
_beam.Calculate();
}
public void SetUp()
{
_supportedNode = new SupportedNode();
}
