public ConcentratedLoadAtAnyPoint(BeamPinnedFixed beam, double P, double a)
{
this.beam = beam;
L = beam.Length;
this.P = P;
this.a = a;
this.b = L - a;
ReactionsWereCalculated = false;
}
public ConcentratedLoadAtAnyPoint(BeamPinnedFixed beam, double P, double a)
{
this.beam = beam;
L = beam.Length;
this.P = P;
this.a = a;
this.b = L - a;
ReactionsWereCalculated = false;
}
public UniformPartialLoad(BeamPinnedFixed beam, double w,
double a, double b)
{
this.beam = beam;
L = beam.Length;
this.w = w;
this.a = a;
this.b = b;
if (a + b > L)
{
throw new LoadLocationParametersException(L, "a", "b");
}
this.c = L - (a + b);
DimensionsWereCalculated = false;
ReactionsWereCalculated = false;
NumberOfStations = 40;
}
public UniformPartialLoad(BeamPinnedFixed beam, double w,
double a, double b)
{
this.beam = beam;
L = beam.Length;
this.w = w;
this.a = a;
this.b = b;
if (a+b>L)
{
throw new LoadLocationParametersException(L, "a", "b");
}
this.c = L - (a + b);
DimensionsWereCalculated = false;
ReactionsWereCalculated = false;
NumberOfStations = 40;
}
public BeamCase GetCase(LoadBeam load, IAnalysisBeam beam)
{
this.beam = beam as BeamPinnedFixed;
BeamCase BeamLoadCase = null;
if (load is LoadConcentrated)
{
BeamLoadCase = GetConcentratedLoadCase(load);
}
else if (load is LoadDistributed)
{
BeamLoadCase = GetDistributedLoadCase(load);
}
else if (load is LoadMoment)
{
BeamLoadCase = GetMomentLoadCase(load);
}
return(BeamLoadCase);
}
public BeamCase GetCase(LoadBeam load, IAnalysisBeam beam)
{
this.beam = beam as BeamPinnedFixed;
BeamCase BeamLoadCase = null;
if (load is LoadConcentrated)
{
BeamLoadCase = GetConcentratedLoadCase(load);
}
else if (load is LoadDistributed)
{
BeamLoadCase = GetDistributedLoadCase(load);
}
else if (load is LoadMoment)
{
BeamLoadCase = GetMomentLoadCase(load);
}
return BeamLoadCase;
}
public ConcentratedLoadAtCenter(BeamPinnedFixed beam, double P)
{
this.beam = beam;
L = beam.Length;
this.P = P;
}
public MomentAtFreeEnd(BeamPinnedFixed beam, double Mo)
{
this.beam = beam;
this.L = beam.Length;
this.Mo = Mo;
}
public UniformlyDistributedLoad (BeamPinnedFixed beam, double w)
{
this.beam = beam;
L = beam.Length;
this.w = w;
}
public ConcentratedLoadAtCenter(BeamPinnedFixed beam, double P)
{
this.beam = beam;
L = beam.Length;
this.P = P;
}
public UniformlyDistributedLoad(BeamPinnedFixed beam, double w)
{
this.beam = beam;
L = beam.Length;
this.w = w;
}
public MomentAtFreeEnd(BeamPinnedFixed beam, double Mo)
{
this.beam = beam;
this.L = beam.Length;
this.Mo=Mo;
}