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: -150, position: 3);
var endLoad = new LoadData(value: -50, position: 8);
span1.ContinousLoads.Add(ContinousAngledLoad.Create(startLoad, endLoad, 30));
_beam = new Beam(spans, nodes);
_beam.Calculate();
}
public void SetUpData()
{
var span = new Mock <ISpan>();
span.Setup(s => s.Length).Returns(10);
span.Setup(s => s.Material.YoungModulus).Returns(2);
span.Setup(s => s.Section.Area).Returns(1);
span.Setup(s => s.Section.MomentOfInteria).Returns(4);
_span = span.Object;
_continousAngledLoad = ContinousAngledLoad.Create(
startPosition: 1, startValue: 2, endPosition: 5, endValue: 10, angle: 30);
}
