internal static StringBuilder wBend(AnalyticElement ae)
{
StringBuilder sb = new StringBuilder();
string twox = " ";
//New line
sb.Append(twox);
//Radius
sb.Append(FLO(ae.BendRadius, 13, 1, 3));
sb.Append(FLO(0, 13, 0, 6));
sb.Append(" -2.02020");
sb.Append(FLO(ae.To.Number - 1, 13, 0, 4));
sb.Append(FLO(0, 13, 0, 6));
sb.Append(FLO(ae.To.Number - 2, 13, 0, 4));
sb.AppendLine();
//New line
sb.Append(twox);
sb.Append(FLO(0, 13, 0, 6, 3));
//Wallthk
sb.Append(FLO(ae.WallThk, 13, 1, 5));
sb.Append(FLO(0, 13, 0, 6, 2));
sb.AppendLine();
//New line
sb.Append(twox);
sb.Append(FLO(0, 13, 0, 6));
sb.AppendLine();
return(sb);
}
internal static StringBuilder wReducer(AnalyticElement ae)
{
StringBuilder sb = new StringBuilder();
string twox = " ";
//New line
sb.Append(twox);
//Second oDia
sb.Append(FLO(ae.secondODia, 13, 1, 3));
//Second Wthk
sb.Append(FLO(ae.secondWallThk, 13, 1, 3));
//Rest
sb.Append(FLO(0, 13, 0, 6, 3));
sb.AppendLine();
return(sb);
}
internal static StringBuilder wTee(AnalyticElement ae)
{
StringBuilder sb = new StringBuilder();
string twox = " ";
//New line
sb.Append(twox);
//Node number
sb.Append(FLO(ae.To.Number, 13, 0, 4));
//Tee type, 3 = welded tee - the type I use normally
sb.Append(FLO(3, 13, 0, 5));
sb.Append(FLO(0, 13, 0, 6, 4));
sb.AppendLine();
//New line
sb.Append(twox);
sb.Append(FLO(0, 13, 0, 6, 6));
sb.AppendLine();
//New line
sb.Append(twox);
sb.Append(FLO(0, 13, 0, 6, 6));
sb.AppendLine();
//New line
sb.Append(twox);
sb.Append(FLO(0, 13, 0, 6, 4));
sb.Append(FLO(9999.99, 13, 2, 2, 2));
sb.AppendLine();
//New line
sb.Append(twox);
sb.Append(FLO(0, 13, 0, 6, 6));
sb.AppendLine();
//New line
sb.Append(twox);
sb.Append(FLO(0, 13, 0, 6, 6));
sb.AppendLine();
//New line
sb.Append(twox);
sb.Append(FLO(0, 13, 0, 6, 6));
sb.AppendLine();
//New line
sb.Append(twox);
sb.Append(FLO(0, 13, 0, 6, 6));
sb.AppendLine();
//New line
sb.Append(twox);
sb.Append(FLO(0, 13, 0, 6, 4));
sb.Append(FLO(9999.99, 13, 2, 2, 2));
sb.AppendLine();
//New line
sb.Append(twox);
sb.Append(FLO(0, 13, 0, 6, 6));
sb.AppendLine();
return(sb);
}
internal StringBuilder wElement(AnalyticElement ae)
{
string twox = " ";
StringBuilder sb = new StringBuilder();
//New line
sb.Append(twox);
//From number
sb.Append(FLO(ae.From.Number, 13, 0, 2));
//To number
sb.Append(FLO(ae.To.Number, 13, 0, 2));
//Delta X
sb.Append(FLO(ae.To.X - ae.From.X, 13, 2, 4));
//Delta Y
sb.Append(FLO(ae.To.Y - ae.From.Y, 13, 2, 4));
//Delta Z
sb.Append(FLO(ae.To.Z - ae.From.Z, 13, 2, 4));
//Actual diameter
sb.AppendLine(FLO(ae.oDia, 13, 1, 5));
//New line
sb.Append(twox);
//Wall thickness
sb.Append(FLO(ae.WallThk, 13, 1, 5));
//Insulation thickness
sb.Append(FLO(ae.InsulationThk, 13, 0, 3));
//Corrosion Allowance //TODO: Implement #$ ELEMENTS: Corrosion Allowance
//Thermal Expansion (or Temperature #1) //TODO: Implement #$ ELEMENTS: Temperature 1-3
sb.Append(FLO(0, 13, 0, 6, 4));
sb.AppendLine();
//New line
sb.Append(twox);
//Thermal Expansion (or Temperature #4-#9)
sb.Append(FLO(0, 13, 0, 6, 6));
sb.AppendLine();
//New line
sb.Append(twox);
//Thermal Expansion (or Pressure #1-#6) //TODO: Implement #$ ELEMENTS: Pressure 1-6
sb.Append(FLO(0, 13, 0, 6, 6));
sb.AppendLine();
//New line
sb.Append(twox);
//Thermal Expansion (or Pressure #7-#9)
//Elastic Modulus (cold) //Should be specified by material
//Poisoon's Ratio //Should be specified by material
//Pipe Density //Should be specified by material???
sb.Append(FLO(0, 13, 0, 6, 6));
sb.AppendLine();
//New line
sb.Append(twox);
//Insulation Density
sb.Append(FLO(136.158, 13, 3, 3)); //TODO: Implement Insulation Density
//Fluid Density
sb.Append(FLO(999.556, 13, 3, 3));
//Minus Mill Tolerance
//Plus Mill Tolerance
//Seam weld
sb.Append(FLO(0, 13, 0, 6, 3));
//Hydro Pressure
sb.AppendLine(FLO(0, 13, 0, 6)); //TODO: Implement Hydro Pressure
//New line
sb.Append(twox);
//Elastic Modulus (Hot #1-#6)
sb.Append(FLO(0, 13, 0, 6, 6));
sb.AppendLine();
//New line
sb.Append(twox);
//Elastic Modulus (Hot #7-#9)
//"wL" factor
//Element Orientation Angle (To End)
//Element Orientation Angle (From End)
sb.Append(FLO(0, 13, 0, 6, 6));
sb.AppendLine();
//New line
sb.Append(twox);
//Cladding thickness
sb.Append(FLO(1, 13, 0, 6));
//Cladding Density
sb.Append(FLO(2700, 13, 0, 6));
//Insulation + Cladding Weight/length
//Refractory Thickness
//Refractory Density
sb.Append(FLO(0, 13, 0, 6, 3));
sb.AppendLine();
//ELEMENT NAME
//New line
sb.Append(twox);
sb.AppendLine(INT(0, 10));
//POINTERS TO AUXILIARY DATA ARRAYS
//New line
sb.Append(twox);
//Bend aux field
if (ae.Type == ElemType.Elbow)
{
Data.Counter_Bends++;
sb.Append(FLO(Data.Counter_Bends, 13, 0, 0));
_06_BEND.Append(wBend(ae));
}
else
{
sb.Append(FLO(0, 13, 0, 0));
}
sb.Append(FLO(0, 13, 0, 0, 5));
sb.AppendLine();
sb.Append(twox);
sb.Append(FLO(0, 13, 0, 0, 4));
//Tee aux field
if (ae.Type == ElemType.Tee)
{
Data.Counter_Intersection++;
sb.Append(FLO(Data.Counter_Intersection, 13, 0, 0));
_16_SIFTEES.Append(wTee(ae));
}
else
{
sb.Append(FLO(0, 13, 0, 0));
}
sb.Append(FLO(0, 13, 0, 0));
sb.AppendLine();
sb.Append(twox);
//Reducer aux field
if (ae.Type == ElemType.Transition)
{
Data.Counter_Reducers++;
sb.Append(FLO(Data.Counter_Reducers, 13, 0, 0));
_17_REDUCERS.Append(wReducer(ae));
}
else
{
sb.Append(FLO(0, 13, 0, 0));
}
sb.Append(FLO(0, 13, 0, 0, 2));
sb.AppendLine();
return(sb);
}
