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 FreeNode();
var node2 = new PinNode();
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 pointLoad1 = new ShearLoad(value: -200, position: 5);
span1.PointLoads.Add(pointLoad1);
_beam = new Beam(spans, nodes, includeSelfWeight: false);
}
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 ExerciseStep(PinNode fromNode, PinNode toNode, RingNode ringNode, int stepIndex)
{
from = fromNode;
to = toNode;
ring = ringNode;
index = stepIndex;
}
public void SetUpBeam()
{
var material = new Concrete(youngModulus: 30);
var section = new RectangleSection(width: 300, height: 500);
var node1 = new FixedNode();
var node2 = new PinNode(angle: 30);
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: 0);
var endLoad = new LoadData(value: -50, position: 10);
span1.ContinousLoads.Add(ContinousShearLoad.Create(startLoad, endLoad));
_beam = new Beam(spans, nodes);
_beam.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 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 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 PinNode();
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 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 UIPinNode(Node n, UIGraph graph, double ox, double oy, double xs, double xy, double sc = 1)
{
InitializeComponent();
Graph = graph;
Node = n;
xShift = xs;
yShift = xy;
originX = ox;
originY = oy;
scale = sc;
Id = n.Id;
Margin = new Thickness(0);
pinNode = n as PinNode;
Color = pinNode.GetColor();
PinColorBrush.Color = Color;
}
private void InitNodes()
{
nodes = new PinNode[PinsNumber];
float delta_angle = 2 * 3.1415f / PinsNumber;
float radius = TexResolution * 0.5f;
for (int i = 0; i < PinsNumber; i++)
{
float x = radius + radius * Mathf.Sin(i * delta_angle);
float y = radius + radius * Mathf.Cos(i * delta_angle);
nodes[i] = new PinNode();
nodes[i].x = (int)x;
nodes[i].y = (int)y;
}
int NodeSize = System.Runtime.InteropServices.Marshal.SizeOf(typeof(PinNode));
// int NodeSize = sizeof(Node);
Debug.Log("NodeSize:" + NodeSize);
pinsBuffer = new ComputeBuffer(PinsNumber, NodeSize, ComputeBufferType.Default);
pinsBuffer.SetData(nodes);
}
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 static Color GetColor(this PinNode n)
{
System.Drawing.Color c = n.GetSystemColor();
return(Color.FromArgb(c.A, c.R, c.G, c.B));
}
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: 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 ExercisePath(int pathWeight, PinNode destinationPin, RingNode fromRing)
{
weight = pathWeight;
destination = destinationPin;
from = fromRing;
}
public void SetUp()
{
_pinNode = new PinNode();
}
