private BeamCase GetDistributedLoadCase(LoadBeam load)
{
ISingleLoadCaseBeam beamForceCase = null;
ISingleLoadCaseDeflectionBeam beamDeflectionCase = null;
if (load is LoadDistributedUniform)
{
LoadDistributedUniform cl = load as LoadDistributedUniform;
switch (cl.Case)
{
case LoadDistributedSpecialCase.Triangle:
DistributedUniformlyIncreasingToEnd b1 = new DistributedUniformlyIncreasingToEnd(beam, cl.Value); //1D.1
beamForceCase = b1;
beamDeflectionCase = b1;
break;
case LoadDistributedSpecialCase.DoubleTriangle:
DistributedDoubleTriangle b2 = new DistributedDoubleTriangle(beam, cl.Value); //1D.2
beamForceCase = b2;
beamDeflectionCase = b2;
break;
default:
UniformLoad b3 = new UniformLoad(beam, cl.Value); //1B.1
beamForceCase = b3;
beamDeflectionCase = b3;
break;
}
}
if (load is LoadDistributedUniformWithEndMoments) //1B.2
{
LoadDistributedUniformWithEndMoments cl = load as LoadDistributedUniformWithEndMoments;
beamForceCase = new UniformLoadAndEndMoments(beam, cl.Value, cl.M1, cl.M2);
beamDeflectionCase = null;
}
if (load is LoadDistributedGeneral) //1C.1
{
LoadDistributedGeneral cl = load as LoadDistributedGeneral;
beamForceCase = new UniformPartialLoad(beam, cl.Value, cl.XLocationStart, cl.XLocationEnd - cl.XLocationStart);
beamDeflectionCase = null;
}
return(new BeamCase(beamForceCase, beamDeflectionCase));
}
private BeamCase GetDistributedLoadCase(LoadBeam load)
{
ISingleLoadCaseBeam beamForceCase = null;
ISingleLoadCaseDeflectionBeam beamDeflectionCase = null;
if (load is LoadDistributedUniform)
{
LoadDistributedUniform cl = load as LoadDistributedUniform;
switch (cl.Case)
{
case LoadDistributedSpecialCase.Triangle:
DistributedUniformlyIncreasingToEnd b1 = new DistributedUniformlyIncreasingToEnd(beam, cl.Value);//1D.1
beamForceCase = b1;
beamDeflectionCase = b1;
break;
case LoadDistributedSpecialCase.DoubleTriangle:
DistributedDoubleTriangle b2 = new DistributedDoubleTriangle(beam, cl.Value); //1D.2
beamForceCase = b2;
beamDeflectionCase = b2;
break;
default:
UniformLoad b3 = new UniformLoad(beam, cl.Value); //1B.1
beamForceCase = b3;
beamDeflectionCase = b3;
break;
}
}
if (load is LoadDistributedUniformWithEndMoments) //1B.2
{
LoadDistributedUniformWithEndMoments cl = load as LoadDistributedUniformWithEndMoments;
beamForceCase = new UniformLoadAndEndMoments(beam, cl.Value, cl.M1, cl.M2);
beamDeflectionCase = null;
}
if (load is LoadDistributedGeneral) //1C.1
{
LoadDistributedGeneral cl = load as LoadDistributedGeneral;
beamForceCase = new UniformPartialLoad(beam, cl.Value, cl.XLocationStart, cl.XLocationEnd - cl.XLocationStart);
beamDeflectionCase = null;
}
return new BeamCase(beamForceCase, beamDeflectionCase);
}