public MomentAtBothEnds(BeamSimple beam, double M1, double M2)
{
this.beam = beam;
L = beam.Length;
this.M1 = M1;
this.M2 = M2;
}
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 DistributedDoubleTriangle(BeamSimple beam, double w)
{
this.beam = beam;
L = beam.Length;
this.w = w;
ResultantCalculated = false;
}
public MomentAtBothEnds(BeamSimple beam, double M1, double M2)
{
this.beam = beam;
L = beam.Length;
this.M1 = M1;
this.M2 = M2;
}
public DistributedDoubleTriangle(BeamSimple beam, double w)
{
this.beam = beam;
L = beam.Length;
this.w = w;
ResultantCalculated = false;
}
public UniformLoadAndEndMoments(BeamSimple beam, double w, double M1, double M2)
{
this.beam = beam;
this.L = beam.Length;
this.w = w;
this.M1 = M1;
this.M2 = M2;
}
public UniformLoadAndEndMoments(BeamSimple beam, double w, double M1, double M2)
{
this.beam = beam;
this.L = beam.Length;
this.w = w;
this.M1 = M1;
this.M2 = M2;
}
public ConcentratedLoadAtCenterAndVarEndMoments(BeamSimple beam, double P, double M1, double M2)
{
this.beam = beam;
this.L = beam.Length;
this.P = P;
this.M1 = M1;
this.M2 = M2;
}
public ConcentratedLoadAtCenterAndVarEndMoments(BeamSimple beam, double P, double M1, double M2)
{
this.beam = beam;
this.L = beam.Length;
this.P = P;
this.M1 = M1;
this.M2 = M2;
}
public DistributedUniformlyIncreasingToEnd(BeamSimple beam, double w)
{
this.beam = beam;
L = beam.Length;
this.w = w;
E = beam.ModulusOfElasticity;
I = beam.MomentOfInertia;
ResultantCalculated = false;
}
public DistributedUniformlyIncreasingToEnd(BeamSimple beam, double w)
{
this.beam = beam;
L = beam.Length;
this.w = w;
E = beam.ModulusOfElasticity;
I = beam.MomentOfInertia;
ResultantCalculated =false;
}
public TwoConcentratedLoadsSymmetrical(BeamSimple beam, double P, double a)
{
this.beam = beam;
this.a = a;
this.P = P;
L = beam.Length;
if (a > L / 2.0)
{
throw new LoadLocationOutOfBoundsException(L, a, "a");
}
}
public ConcentratedLoadAtAnyPoint(BeamSimple beam, double P, double a)
{
this.beam = beam;
L = beam.Length;
this.P = P;
if (a > L)
{
throw new LoadLocationParametersException(L, "a");
}
this.a = a;
this.b = L - a;
ShearForcesCalculated = false;
}
public ConcentratedLoadAtAnyPoint(BeamSimple beam, double P, double a)
{
this.beam = beam;
L = beam.Length;
this.P = P;
if (a>L)
{
throw new LoadLocationParametersException(L, "a");
}
this.a = a;
this.b = L - a;
ShearForcesCalculated = false;
}
public UniformPartialLoad(BeamSimple beam, double w, double a, double b)
{
this.beam = beam;
L = beam.Length;
this.w = w;
this.a = a;
this.b = b;
this.c = L - a - b;
if (a + b + c > L)
{
throw new LoadLocationParametersException(L, "a", "b");
}
this.ReactionStateIsUpdated = false;
}
public MomentAtAnyPoint(BeamSimple beam, double Mo, double a)
{
this.beam = beam;
L = beam.Length;
this.a = a;
this.b = L - a;
this.Mo = Mo;
ShearHasBeenCalculated = false;
MomentsWereCalculated = false;
if (a>L)
{
throw new LoadLocationParametersException(L, "a");
}
}
public MomentAtAnyPoint(BeamSimple beam, double Mo, double a)
{
this.beam = beam;
L = beam.Length;
this.a = a;
this.b = L - a;
this.Mo = Mo;
ShearHasBeenCalculated = false;
MomentsWereCalculated = false;
if (a > L)
{
throw new LoadLocationParametersException(L, "a");
}
}
public UniformPartialLoad(BeamSimple beam, double w, double a, double b)
{
this.beam = beam;
L = beam.Length;
this.w = w;
this.a = a;
this.b = b;
this.c =L-a-b;
if (a + b + c > L)
{
throw new LoadLocationParametersException(L, "a", "b");
}
this.ReactionStateIsUpdated = false;
}
public TwoConcentratedLoadsUnsymmetrical(BeamSimple beam, double P1, double P2, double a, double b)
{
this.beam = beam;
L = beam.Length;
this.a = a;
this.b = b;
this.P1 = P1;
this.P2 = P2;
if (a + b > L)
{
throw new LoadLocationParametersException(L, "a", "b");
}
CalculateReactions();
MomentsM1M2Calculated = false;
}
public TwoConcentratedLoadsUnsymmetrical(BeamSimple beam, double P1, double P2, double a, double b)
{
this.beam = beam;
L = beam.Length;
this.a = a;
this.b = b;
this.P1 = P1;
this.P2 = P2;
if (a + b > L)
{
throw new LoadLocationParametersException(L, "a", "b");
}
CalculateReactions();
MomentsM1M2Calculated = false;
}
private BeamCase GetCase(LoadBeam load, IAnalysisBeam beam)
{
this.beam = beam as BeamSimple;
//ISingleLoadCaseBeam BeamLoadCase = null;
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);
}
private BeamCase GetCase(LoadBeam load, IAnalysisBeam beam)
{
this.beam = beam as BeamSimple;
//ISingleLoadCaseBeam BeamLoadCase = null;
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(BeamSimple beam, double P)
{
this.beam = beam;
L = beam.Length;
this.P = P;
}
public MomentAtOneEnd(BeamSimple beam, double Mo)
{
this.beam = beam;
L = beam.Length;
this.Mo = Mo;
}
public UniformLoad(BeamSimple beam, double w)
{
this.beam = beam;
L = beam.Length;
this.w = w;
}
public MomentAtOneEnd(BeamSimple beam, double Mo)
{
this.beam = beam;
L = beam.Length;
this.Mo = Mo;
}
public UniformLoad(BeamSimple beam, double w)
{
this.beam = beam;
L = beam.Length;
this.w = w;
}
public ConcentratedLoadAtCenter(BeamSimple beam, double P)
{
this.beam = beam;
L = beam.Length;
this.P = P;
}
