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);
}
//note for overhang beam a is the overhang with
//1 exception of concentrated load between supports
public ConcentratedLoadOverhang(BeamSimpleWithOverhang beam, double P, double a)
{
this.beam = beam;
L = beam.Length;
this.P = P;
this.a = a;
X1Calculated = false;
}
//note for overhang beam a is the overhang with
//1 exception of concentrated load between supports
public ConcentratedLoadBetweenSupports(BeamSimpleWithOverhang beam, double P, double a)
{
this.beam = beam;
L = beam.Length;
this.P = P;
this.a = a;
this.b = L - a;
}
//note for overhang beam a is the overhang with
//1 exception of concentrated load between supports
public ConcentratedLoadBetweenSupports(BeamSimpleWithOverhang beam, double P, double a)
{
this.beam = beam;
L = beam.Length;
this.P = P;
this.a = a;
this.b = L - a;
}
//note for overhang beam a is the overhang with
//1 exception of concentrated load between supports
public UniformLoadFull(BeamSimpleWithOverhang beam, double w)
{
this.beam = beam;
L = beam.Length;
this.w = w;
this.a = beam.OverhangLength;
X1Calculated = false;
}
//note for overhang beam a is the overhang with
//1 exception of concentrated load between supports
public DistributedLoadOverhang(BeamSimpleWithOverhang beam, double w)
{
this.beam = beam;
L = beam.Length;
this.w = w;
this.a = beam.OverhangLength;
X1Calculated = false;
}
//note for overhang beam a is the overhang with
//1 exception of concentrated load between supports
public UniformLoadFull(BeamSimpleWithOverhang beam, double w)
{
this.beam = beam;
L = beam.Length;
this.w = w;
this.a = beam.OverhangLength;
X1Calculated = false;
}
//note for overhang beam a is the overhang with
//1 exception of concentrated load between supports
public ConcentratedLoadOverhang(BeamSimpleWithOverhang beam, double P, double a)
{
this.beam = beam;
L = beam.Length;
this.P = P;
this.a = a;
X1Calculated = false;
}
//note for overhang beam a is the overhang with
//1 exception of concentrated load between supports
public DistributedLoadOverhang(BeamSimpleWithOverhang beam, double w)
{
this.beam = beam;
L = beam.Length;
this.w = w;
this.a = beam.OverhangLength;
X1Calculated = false;
}
public BeamCase GetCase(LoadBeam load, IAnalysisBeam beam)
{
this.beam = beam as BeamSimpleWithOverhang;
BeamCase BeamLoadCase = null;
if (load is LoadConcentrated)
{
BeamLoadCase = GetConcentratedLoadCase(load);
}
else if (load is LoadDistributed)
{
BeamLoadCase = GetDistributedLoadCase(load);
}
return BeamLoadCase;
}
public BeamCase GetCase(LoadBeam load, IAnalysisBeam beam)
{
this.beam = beam as BeamSimpleWithOverhang;
BeamCase BeamLoadCase = null;
if (load is LoadConcentrated)
{
BeamLoadCase = GetConcentratedLoadCase(load);
}
else if (load is LoadDistributed)
{
BeamLoadCase = GetDistributedLoadCase(load);
}
return(BeamLoadCase);
}
//note for overhang beam a is the overhang with
//1 exception of concentrated load between supports
public DistributedLoadBetweenSupports(BeamSimpleWithOverhang beam, double w)
{
this.beam = beam;
L = beam.Length;
this.w = w;
}
//note for overhang beam a is the overhang with
//1 exception of concentrated load between supports
public DistributedLoadBetweenSupports(BeamSimpleWithOverhang beam, double w)
{
this.beam = beam;
L = beam.Length;
this.w = w;
}
