public IAnalysisBeam CreateBeamInstance(string BeamCaseId, LoadBeam load, ICalcLog Log)
{
double L = d.L;
double LoadDimension_a = d.a_load;
Beam bm = null;
if (BeamCaseId.StartsWith("C1") == true)
{
bm = new BeamSimple(d.L, load, Log);
}
else if (BeamCaseId.StartsWith("C2") == true)
{
bm = new BeamSimpleWithOverhang(L, LoadDimension_a, load, Log);
}
else if (BeamCaseId.StartsWith("C3") == true)
{
bm = new BeamPinnedFixed(L, load, Log);
}
else if (BeamCaseId.StartsWith("C4") == true)
{
bm = new BeamFixedFixed(L, load, Log);
}
else //else if (BeamCaseId.StartsWith("C5") == true)
{
bm = new BeamCantilever(L, load, Log);
}
bm.ModulusOfElasticity = d.E;
bm.MomentOfInertia = d.I;
return(bm);
}
public IAnalysisBeam CreateBeamInstance(string BeamCaseId, LoadBeam load, ICalcLog Log)
{
double L = d.L;
double LoadDimension_a = d.a_load;
Beam bm = null;
if (BeamCaseId.StartsWith("C1") == true)
{
bm = new BeamSimple(d.L, load, Log);
}
else if (BeamCaseId.StartsWith("C2") == true)
{
bm = new BeamSimpleWithOverhang(L, LoadDimension_a, load, Log);
}
else if (BeamCaseId.StartsWith("C3") == true)
{
bm = new BeamPinnedFixed(L,load, Log);
}
else if (BeamCaseId.StartsWith("C4") == true)
{
bm = new BeamFixedFixed(L, load, Log);
}
else //else if (BeamCaseId.StartsWith("C5") == true)
{
bm = new BeamCantilever(L, load, Log);
}
bm.ModulusOfElasticity = d.E;
bm.MomentOfInertia = d.I;
return bm;
}