public ConcreteSectionCompression GetConcreteExampleColumn()
{
double b = 16;
double h = 16;
double f_c = 5000;
List <RebarPoint> LongitudinalBars = new List <RebarPoint>();
Rebar thisBar1 = new Rebar(4, new MaterialAstmA615(A615Grade.Grade60));
RebarPoint point1 = new RebarPoint(thisBar1, new RebarCoordinate()
{
X = 0, Y = -h / 2.0 + 2.5
});
LongitudinalBars.Add(point1);
Rebar thisBar2 = new Rebar(4, new MaterialAstmA615(A615Grade.Grade60));
RebarPoint point2 = new RebarPoint(thisBar2, new RebarCoordinate()
{
X = 0, Y = h / 2.0 - 2.5
});
LongitudinalBars.Add(point2);
//ConcreteSectionCompression column = GetConcreteCompressionMember(b, h, f_c, LongitudinalBars, CompressionMemberType.NonPrestressedWithTies);
ConcreteSectionCompression column = GetConcreteCompressionMember(b, h, f_c, LongitudinalBars, ConfinementReinforcementType.Ties);
return(column);
}
public ConcreteSectionFlexure GetConcreteBeam(double Width, double Height, double fc, bool IsBottomReinforced,
params RebarInput[] rebarInput)
{
IConcreteSection Section = GetRectangularSection(Width, Height, fc);
List <RebarPoint> LongitudinalBars = new List <RebarPoint>();
if (IsBottomReinforced == true)
{
foreach (var bar in rebarInput)
{
Rebar thisBar = new Rebar(bar.Area, new MaterialAstmA615(A615Grade.Grade60));
RebarPoint point = new RebarPoint(thisBar, new RebarCoordinate()
{
X = 0, Y = -Height / 2.0 + bar.Cover
});
LongitudinalBars.Add(point);
}
}
else
{
foreach (var bar in rebarInput)
{
Rebar thisBar = new Rebar(bar.Area, new MaterialAstmA615(A615Grade.Grade60));
RebarPoint point = new RebarPoint(thisBar, new RebarCoordinate()
{
X = 0, Y = Height / 2.0 - bar.Cover
});
LongitudinalBars.Add(point);
}
}
ConcreteSectionFlexure beam = new ConcreteSectionFlexure(Section, LongitudinalBars, log, ConfinementReinforcementType.NoReinforcement);
return(beam);
}
public void BeamReturnsphiMn()
{
var ConcreteMaterial = new Kodestruct.Concrete.ACI318_14.Materials.ConcreteMaterial(6000, ACI.Entities.ConcreteTypeByWeight.Normalweight, null);
FlexuralSectionFactory flexureFactory = new FlexuralSectionFactory();
double b = 16;
double h = 40;
double f_y = 60000;
RebarMaterialGeneral LongitudinalRebarMaterial = new RebarMaterialGeneral(f_y);
List <RebarPoint> LongitudinalBars = new List <RebarPoint>();
Rebar TopRebar = new Rebar(4, LongitudinalRebarMaterial);
RebarPoint TopPoint = new RebarPoint(TopRebar, new RebarCoordinate()
{
X = 0, Y = h / 2.0 - 3
});
LongitudinalBars.Add(TopPoint);
Rebar BottomRebar = new Rebar(4, LongitudinalRebarMaterial);
RebarPoint BottomPoint = new RebarPoint(BottomRebar, new RebarCoordinate()
{
X = 0, Y = -h / 2.0 + 3
});
LongitudinalBars.Add(BottomPoint);
CrossSectionRectangularShape shape = new CrossSectionRectangularShape(ConcreteMaterial, null, b, h);
IConcreteFlexuralMember fs = new ConcreteSectionFlexure(shape, LongitudinalBars, null,
ConfinementReinforcementType.Ties);
ConcreteFlexuralStrengthResult result = fs.GetDesignFlexuralStrength(FlexuralCompressionFiberPosition.Top);
}
public ConcreteSectionFlexure GetNonPrestressedDoublyReinforcedRectangularSection(double b, double h,
double A_s1, double A_s2, double c_cntr1, double c_cntr2,
double A_s_prime1, double A_s_prime2, double c_cntr_prime1, double c_cntr_prime2,
ConcreteMaterial concrete, IRebarMaterial rebar, ConfinementReinforcementType ConfinementReinforcementType)
{
CrossSectionRectangularShape Section = new CrossSectionRectangularShape(concrete, null, b, h);
List <RebarPoint> LongitudinalBars = new List <RebarPoint>();
Rebar bottom1 = new Rebar(A_s1, rebar);
RebarPoint pointBottom1 = new RebarPoint(bottom1, new RebarCoordinate()
{
X = 0, Y = -h / 2.0 + c_cntr1
});
LongitudinalBars.Add(pointBottom1);
if (A_s2 != 0)
{
Rebar bottom2 = new Rebar(A_s2, rebar);
RebarPoint pointBottom2 = new RebarPoint(bottom2, new RebarCoordinate()
{
X = 0, Y = -h / 2.0 + c_cntr2
});
LongitudinalBars.Add(pointBottom2);
}
if (A_s_prime1 != 0)
{
Rebar top1 = new Rebar(A_s_prime1, rebar);
RebarPoint pointTop1 = new RebarPoint(top1, new RebarCoordinate()
{
X = 0, Y = h / 2.0 - c_cntr_prime1
});
LongitudinalBars.Add(pointTop1);
}
if (A_s_prime2 != 0)
{
Rebar top2 = new Rebar(A_s_prime2, rebar);
RebarPoint pointTop2 = new RebarPoint(top2, new RebarCoordinate()
{
X = 0, Y = h / 2.0 - c_cntr_prime2
});
LongitudinalBars.Add(pointTop2);
}
CalcLog log = new CalcLog();
ConcreteSectionFlexure beam = new ConcreteSectionFlexure(Section, LongitudinalBars, log, ConfinementReinforcementType);
return(beam);
}
private List <RebarPoint> GetLongitudinalBarsFromCoordinates(IRebarMaterial LongitudinalRebarMaterial)
{
List <RebarPoint> points = new List <RebarPoint>();
List <double> RebarAreas = new List <double>()
{
5.04,
5.04,
5.04,
5.04,
5.04,
5.04,
5.04,
5.04,
5.04,
2,
2,
2,
2,
0.576,
};
List <double> RebarYs = new List <double>()
{
-117,
-104.25,
-91.5,
-78.75,
-66,
-53.25,
-40.5,
-27.75,
-15,
-9,
31,
71,
111,
117,
};
for (int i = 0; i < RebarAreas.Count(); i++)
{
RebarPoint pnt = new RebarPoint(new Rebar(RebarAreas[i], LongitudinalRebarMaterial), new RebarCoordinate(0, RebarYs[i]));
points.Add(pnt);
}
return(points);
}
public ConcreteSectionFlexure GetConcreteBeam(double Width, double Height, double fc, params RebarInput[] rebarInput)
{
IConcreteSection Section = GetRectangularSection(Width, Height, fc);
List <RebarPoint> LongitudinalBars = new List <RebarPoint>();
foreach (var bar in rebarInput)
{
Rebar thisBar = new Rebar(bar.Area, new MaterialAstmA615(A615Grade.Grade60));
RebarPoint point = new RebarPoint(thisBar, new RebarCoordinate()
{
X = 0, Y = -Height / 2.0 + bar.Cover
});
LongitudinalBars.Add(point);
}
ConcreteSectionFlexure beam = new ConcreteSectionFlexure(Section, LongitudinalBars, log);
return(beam);
}