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 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.MomentOfInteria).Returns(4);
_span = span.Object;
_continousBendingMomentLoad = ContinousBendingMomentLoad.Create(_span, value: 2);
}
