private BeamCase GetConcentratedLoadCase(LoadBeam load)
{
ISingleLoadCaseBeam beamForceCase = null;
ISingleLoadCaseDeflectionBeam beamDeflectionCase = null;
if (load is LoadConcentratedGeneral) //1B.1
{
LoadConcentratedGeneral cl = load as LoadConcentratedGeneral;
ConcentratedLoadBetweenSupports b = new ConcentratedLoadBetweenSupports(beam, cl.P, cl.XLocation);
beamForceCase = b;
beamDeflectionCase = b;
}
else if (load is LoadConcentratedSpecial)
{
LoadConcentratedSpecial cl = load as LoadConcentratedSpecial;
if (cl.Case == LoadConcentratedSpecialCase.CantileverTip)
{
ConcentratedLoadOverhang b = new ConcentratedLoadOverhang(beam, cl.P, beam.OverhangLength);
beamForceCase = b;
beamDeflectionCase = b;
}
}
return new BeamCase(beamForceCase, beamDeflectionCase);
}
private BeamCase GetConcentratedLoadCase(LoadBeam load)
{
ISingleLoadCaseBeam beamForceCase = null;
ISingleLoadCaseDeflectionBeam beamDeflectionCase = null;
if (load is LoadConcentratedGeneral) //1B.1
{
LoadConcentratedGeneral cl = load as LoadConcentratedGeneral;
ConcentratedLoadBetweenSupports b = new ConcentratedLoadBetweenSupports(beam, cl.P, cl.XLocation);
beamForceCase = b;
beamDeflectionCase = b;
}
else if (load is LoadConcentratedSpecial)
{
LoadConcentratedSpecial cl = load as LoadConcentratedSpecial;
if (cl.Case == LoadConcentratedSpecialCase.CantileverTip)
{
ConcentratedLoadOverhang b = new ConcentratedLoadOverhang(beam, cl.P, beam.OverhangLength);
beamForceCase = b;
beamDeflectionCase = b;
}
}
return(new BeamCase(beamForceCase, beamDeflectionCase));
}