public void Analyze_Breyer6thEd_16_11_Succeeds()
{
var sB = new StringBuilder();
var level = new BuildingLevel("Level 2", 100);
var lateralWalls = new List <AnalyticalWallLateral>();
lateralWalls.Add(new AnalyticalWallLateral("Wall A", new Point2D(0, 0), new Point2D(0, 240), level));
lateralWalls.Add(new AnalyticalWallLateral("Wall B", new Point2D(360, 0), new Point2D(360, 240), level));
lateralWalls.Add(new AnalyticalWallLateral("Wall C-1", new Point2D(0, 0), new Point2D(60, 0), level));
lateralWalls.Add(new AnalyticalWallLateral("Wall C-2", new Point2D(300, 0), new Point2D(360, 0), level));
lateralWalls.Add(new AnalyticalWallLateral("Wall D", new Point2D(0, 240), new Point2D(360, 240), level));
var deck = new OneWayDeck
{
Level = level,
Boundary = new Polygon2D(new List <Point2D>
{
new Point2D(0, 0),
new Point2D(0, 240),
new Point2D(360, 240),
new Point2D(360, 0)
}),
WeightPerArea = new Stress(40, StressUnit.psf)
};
var lateralLevel = new BuildingLevelLateral2(deck);
var forces = new List <LateralLevelForce>
{
new LateralLevelForce {
DirectX = new Force(-6000, ForceUnit.Pound), LoadPattern = LoadPattern.Seismic_West, CenterOfForce = new Point2D(180, 120)
},
new LateralLevelForce {
AccidentalT = new Moment(6, MomentUnit.KipFoot), LoadPattern = LoadPattern.SeismicTorsion_XLoading, CenterOfForce = new Point2D(180, 120)
}
};
var loadCases = new List <LoadCase>
{
CommonResources.ASCE7LoadCases["-X - TX"],
};
var analysis = new RigidAnalysis(lateralLevel, lateralWalls, forces, loadCases, 1);
analysis.Analyze();
var table = RigidAnalysisTabularReport.GenerateShearWallForceStiffnessTable(analysis);
sB.Append(table.PrintToMarkdown());
}
public BuildingLevelLateral2(OneWayDeck deck)
{
Level = deck.Level;
Boundary = deck.Boundary;
CenterOfMass = deck.Boundary.GetCentroid();
SeismicWeight = deck.SeismicWeight;
var bounds = Boundary.GetMinMaxBounds();
LengthX = new Length(bounds.MaxX - bounds.MinX, LengthUnit.Inch);
LengthY = new Length(bounds.MaxY - bounds.MinY, LengthUnit.Inch);
}
