public MaterialAstmA416(A416Grade Grade, StrandType StrandType)
{
this.grade = Grade;
this.strandType = StrandType;
yieldStress = Grade == A416Grade.Grade250 ? 225000.0 : 243000.0; //psi
fpu = Grade == A416Grade.Grade250 ? 250000.0 : 270000.0; //psi
}
public MaterialAstmA416(A416Grade Grade, StrandType StrandType)
{
this.grade = Grade;
this.strandType = StrandType;
yieldStress = Grade == A416Grade.Grade250 ? 225000.0 : 243000.0; //psi
fpu = Grade == A416Grade.Grade250 ? 250000.0 : 270000.0; //psi
}
public StrandType Predict(int i)
{
bool access = false;
StrandType ret = StrandType.Unknown;
for (i = i; i < toks.Len; i++)
{
if (toks.Tokes[i].Token == Token.Return)
{
return(StrandType.Return);
}
if (toks.Tokes[i].Token == Token.For)
{
return(StrandType.For);
}
if (toks.Tokes[i].Token == Token.If)
{
return(StrandType.If);
}
if (toks.Tokes[i].Token == Token.While)
{
return(StrandType.While);
}
if (toks.Tokes[i].Token == Token.BeginLine)
{
return(StrandType.Unknown);
}
if (toks.Tokes[i].Token == Token.Equal)
{
return(StrandType.Assignment);
}
if (toks.Tokes[i].Text == ".")
{
access = true;
}
if (toks.Tokes[i].Token == Token.LeftPara)
{
if (access)
{
return(StrandType.ClassStatement);
}
return(StrandType.FlatStatement);
}
}
return(ret);
}
public GameStrand(StrandType strandType, int strandPosition)
{
m_StrandPosition = strandPosition;
m_StrandType = strandType;
}
public RebarPrestressed(double Diameter, IRebarMaterial rebarMaterial,
PrestressingType PrestressingType, StrandType StrandType, double EffectiveStress)
: this(Diameter, rebarMaterial, PrestressingType, StrandType, 0, 0, EffectiveStress)
{
}
public RebarPrestressed(double Diameter, IRebarMaterial rebarMaterial,
PrestressingType PrestressingType, StrandType StrandType, double JackingStress, double TransferStress, double EffectiveStress)
: base(Diameter, rebarMaterial)
{
}
public RebarPrestressed(double Diameter, IRebarMaterial rebarMaterial,
PrestressingType PrestressingType, StrandType StrandType, double EffectiveStress)
: this(Diameter, rebarMaterial, PrestressingType, StrandType, 0, 0, EffectiveStress)
{
}
public RebarPrestressed(double Diameter, IRebarMaterial rebarMaterial,
PrestressingType PrestressingType, StrandType StrandType, double JackingStress, double TransferStress, double EffectiveStress)
: base(Diameter, rebarMaterial)
{
}
