private HndzFrameMonoSlope3D(string name, string description, double length,
double baySpacing, double width, double eaveHeight, double purlinSpacing,
HndzLocationEnum location, HndzRoofSlopeEnum roofSlope, HndzRoofAccessibilityEnum roofAccessibiity,
HndzBuildingEnclosingEnum buildingEnclosing, HndzImportanceFactorEnum importanceFactor,
SectionI columnsStartSection = null, SectionI columnsEndSection = null, SectionI beamsStartSection = null,
SectionI beamsEndSection = null, SectionChannel purlinsSection = null, HndzStorey storey = null) :
base(name, description, location, roofSlope, roofAccessibiity, buildingEnclosing, importanceFactor, length,
baySpacing, purlinSpacing, width, eaveHeight, storey)
{
switch (RoofSlope)
{
case HndzRoofSlopeEnum.From1To5:
RidgeHeight = EaveHeight + 0.2 * Width;
break;
case HndzRoofSlopeEnum.From1To10:
RidgeHeight = EaveHeight + 0.1 * Width;
break;
case HndzRoofSlopeEnum.From1To20:
RidgeHeight = EaveHeight + 0.05 * Width;
break;
}
AssemblePEB(columnsStartSection, columnsEndSection, beamsStartSection, beamsEndSection, purlinsSection);
//throw new NotImplementedException("sorry,this will be fixed in the next version");
}
public HndzFrameSingleBay3D(double length, double baySpacing, double width, double eaveHeight, double purlinSpacing,
HndzLocationEnum location, HndzRoofSlopeEnum roofSlope, HndzRoofAccessibilityEnum roofAccessibiity,
HndzBuildingEnclosingEnum buildingEnclosing, HndzImportanceFactorEnum importanceFactor,
SectionI columnsStartSection = null, SectionI columnsEndSection = null, SectionI beamsStartSection = null,
SectionI beamsEndSection = null, SectionChannel purlinsSection = null, HndzStorey storey = null) :
this(HndzResources.DefaultName, HndzResources.DefaultDescription, length, baySpacing, width, eaveHeight,
purlinSpacing, location, roofSlope, roofAccessibiity, buildingEnclosing, importanceFactor,
columnsStartSection, columnsEndSection, beamsStartSection, beamsEndSection, purlinsSection, storey)
{
}
public HndzFrameSingleBay3D(string name, string description, double length,
double baySpacing, double width, double eaveHeight, double purlinSpacing,
HndzLocationEnum location, HndzRoofSlopeEnum roofSlope, HndzRoofAccessibilityEnum roofAccessibiity,
HndzBuildingEnclosingEnum buildingEnclosing, HndzImportanceFactorEnum importanceFactor,
SectionI columnsStartSection = null, SectionI columnsEndSection = null, SectionI beamsStartSection = null,
SectionI beamsEndSection = null, SectionChannel purlinsSection = null, HndzStorey storey = null) :
base(name, description, location, roofSlope, roofAccessibiity, buildingEnclosing, importanceFactor, length,
baySpacing, purlinSpacing, width, eaveHeight, storey)
{
AssemblePEB(columnsStartSection, columnsEndSection, beamsStartSection, beamsEndSection, purlinsSection);
}
public void FactoryReturnsChannel()
{
FlexuralMemberFactory factory = new FlexuralMemberFactory();
AiscShapeFactory AiscShapeFactory = new AiscShapeFactory();
ISectionChannel r = new SectionChannel("", 12.0, 6, 0.4, 0.25);
SteelMaterial mat = new SteelMaterial(50.0, 29000);
ISteelBeamFlexure beam12 = factory.GetBeam(r, mat, null, MomentAxis.XAxis, FlexuralCompressionFiberPosition.Top);
Assert.IsTrue(true);
}
public void SectionDoubleStackedReturnsMomentOfInertia()
{
//W18X50 + C15X33.9
//Table 1-19
SectionI IShape = new SectionI(null, 18.2d, 7.56d, 0.695d, 0.415d);
SectionChannel Channel = new SectionChannel(null, 15.0d, 3.4d, 0.65d, 0.4d, true, true);
SectionDoubleStacked shape = new SectionDoubleStacked(Channel, IShape, 0.4);
double I_x = shape.I_x;
double refValue1 = 1456.0; //from Autocad. Does not agree with Manual which is 1250
double I_y = shape.I_y;
double refValue2 = 363.6; //from Autocad. Does not agree with Manual which is 1250
double actualTolerance1 = EvaluateActualTolerance(I_x, refValue1);
double actualTolerance2 = EvaluateActualTolerance(I_y, refValue2);
Assert.LessOrEqual(actualTolerance1, tolerance);
Assert.LessOrEqual(actualTolerance2, tolerance);
}
public override void AssemblePEB(SectionI columnsStartSection = null, SectionI columnsEndSection = null, SectionI beamsStartSection = null, SectionI beamsEndSection = null, SectionChannel purlinsSection = null)
{
const double FirstPurlinSpacingCL = 100;
//const double FirstPurlinSpacingEdge = 0;
//SectionI AssumedIBuiltUpSection = new SectionI("Assumed Built up I Section", 600, 250, 20, 10);
SectionChannel AssumedCSection = new SectionChannel("Assumed hotRolled C Section", 180, 80, 10, 4);
HndzISectionProfile bigProfile = new HndzISectionProfile(new SectionI("big", 1000 * 2, 500 * 2, 100 * 2, 50 * 2));
HndzISectionProfile smallProfile = new HndzISectionProfile(new SectionI("small", 1000, 500, 100, 50));
HndzITaperedProfile assumedProfileColumn = new HndzITaperedProfile(smallProfile, bigProfile, new Vector2d(1, 0));
HndzITaperedProfile assumedProfileBeam = new HndzITaperedProfile(bigProfile, smallProfile, new Vector2d(0, 1));
HndzITaperedProfile columnsTaperedProfile = null;
HndzITaperedProfile beamsTaperedProfile = null;
#region Check function parameters
if (columnsStartSection == null && columnsEndSection != null)
{
columnsTaperedProfile = new HndzITaperedProfile(new HndzISectionProfile(columnsEndSection),
new HndzISectionProfile(columnsEndSection), new Vector2d(0, 1));
}
else if (columnsEndSection == null && columnsStartSection != null)
{
columnsTaperedProfile = new HndzITaperedProfile(new HndzISectionProfile(columnsStartSection),
new HndzISectionProfile(columnsStartSection), new Vector2d(0, 1));
}
else if (columnsStartSection != null && columnsEndSection != null)
{
columnsTaperedProfile = new HndzITaperedProfile(new HndzISectionProfile(columnsStartSection),
new HndzISectionProfile(columnsEndSection), new Vector2d(0, 1));
}
else // dah law el el 2 sections b null
{
columnsTaperedProfile = assumedProfileColumn;
}
if (beamsStartSection == null && beamsEndSection != null)
{
beamsTaperedProfile = new HndzITaperedProfile(new HndzISectionProfile(beamsEndSection),
new HndzISectionProfile(beamsEndSection), new Vector2d(1, 0));
}
else if (beamsEndSection == null && beamsStartSection != null)
{
beamsTaperedProfile = new HndzITaperedProfile(new HndzISectionProfile(beamsStartSection),
new HndzISectionProfile(beamsStartSection), new Vector2d(1, 0));
}
else if (beamsStartSection != null && beamsEndSection != null)
{
beamsTaperedProfile = new HndzITaperedProfile(new HndzISectionProfile(beamsStartSection),
new HndzISectionProfile(beamsEndSection), new Vector2d(1, 0));
}
else // dah law el el 2 sections b null
{
beamsTaperedProfile = assumedProfileBeam;
}
if (purlinsSection == null)
{
purlinsSection = AssumedCSection;
}
#endregion
columnsStartSection = columnsTaperedProfile.StartProfile.I_Section;
columnsEndSection = columnsTaperedProfile.EndProfile.I_Section;
beamsStartSection = beamsTaperedProfile.StartProfile.I_Section;
beamsEndSection = beamsTaperedProfile.EndProfile.I_Section;
double beamZoffset = beamsStartSection.d / 2 + beamsStartSection.tf;//ToDo: add to beam and purlin
Frames2D = new List <HndzFrameSingleBay2D>(FramesCount);
Purlins = new List <HndzPurlinStandrdCase>();
//Girts = new List<HndzGuirt>(2);
for (int framesCounter = 0; framesCounter < FramesCount; framesCounter++)
{
HndzFrameSingleBay2D Frame = new HndzFrameSingleBay2D();
Point3d lowerLeft = new Point3d(-Width / 2, BaySpacing * framesCounter, 0);
Point3d lowerRight = new Point3d(Width / 2, BaySpacing * framesCounter, 0);
Point3d upperLeft = new Point3d(-Width / 2, BaySpacing * framesCounter, EaveHeight);
Point3d upperRight = new Point3d(Width / 2, BaySpacing * framesCounter, EaveHeight);
Point3d ridgeMid = new Point3d(0, BaySpacing * framesCounter, RidgeHeight);
////
HndzLine rColLine = new HndzLine(lowerRight, upperRight);
Frame.RightColumn = new HndzColumnStandardCase(rColLine, columnsTaperedProfile);
HndzLine lColLine = new HndzLine(lowerLeft, upperLeft);
Frame.LeftColumn = new HndzColumnStandardCase(lColLine, columnsTaperedProfile);
/////
HndzLine rBeamLine = new HndzLine(upperRight, ridgeMid);
Frame.RightBeam = new HndzBeamStandrdCase(rBeamLine, beamsTaperedProfile);
HndzLine lBeamLine = new HndzLine(upperLeft, ridgeMid);
Frame.LeftBeam = new HndzBeamStandrdCase(lBeamLine, beamsTaperedProfile);
Frame.RightSupport = new HndzSupport(HndzSupportTypeEnum.Pinned, new HndzNode(lowerRight));
Frame.LeftSupport = new HndzSupport(HndzSupportTypeEnum.Pinned, new HndzNode(lowerLeft));
Frames2D.Add(Frame);
}
double roofSlopeAngle = 1;
switch (RoofSlope)
{
case HndzRoofSlopeEnum.From1To5:
roofSlopeAngle = Math.Atan(0.2);
break;
case HndzRoofSlopeEnum.From1To10:
roofSlopeAngle = Math.Atan(0.1);
break;
case HndzRoofSlopeEnum.From1To20:
roofSlopeAngle = Math.Atan(0.05);
break;
}
//double pulinZoffset = beamsStartSection.d / 2 - beamsStartSection.tf / 2; ///////Need Revision "msh 3arf ezay bs hya kda sha8ala 7lw :D"
double pulinZoffset = /*beamsEndSection.d / 2 */ +purlinsSection.d / 2; ///////Need Revision "msh 3arf ezay bs hya kda sha8ala 7lw :D"
//double taperingDiffrence = 0.5*(beamsStartSection.d - beamsEndSection.d);
double xLeft = 0 - FirstPurlinSpacingCL;
double zLeft = RidgeHeight + pulinZoffset;
pulinZoffset = 0;
double taperingZoffsetLeft = PurlinSpacing * ((beamsStartSection.d - beamsEndSection.d) / 2) / (Frames2D.ElementAt(0).LeftBeam.ExtrusionLine.RhinoLine.Length);
taperingZoffsetLeft = 0;
do
{
Point3d startL = new Point3d(xLeft, 0, zLeft);
Point3d endL = new Point3d(xLeft, Length, zLeft);
HndzCSectionProfile assumedProfilePurlin = new HndzCSectionProfile(purlinsSection, new Vector2d(0, -1));
HndzLine purlinLine = new HndzLine(new Line(startL, endL));
Purlins.Add(new HndzPurlinStandrdCase(assumedProfilePurlin, purlinLine));
xLeft -= PurlinSpacing;
zLeft -= PurlinSpacing * Math.Tan(roofSlopeAngle) - taperingZoffsetLeft;
} while (xLeft > -Width / 2 + FirstPurlinSpacingCL && zLeft > EaveHeight + pulinZoffset);
double xRight = 0 + FirstPurlinSpacingCL;
double zRight = RidgeHeight + pulinZoffset;
do
{
Point3d startR = new Point3d(xRight, 0, zRight);
Point3d endR = new Point3d(xRight, Length, zRight);
HndzCSectionProfile assumedProfilePurlin = new HndzCSectionProfile(purlinsSection, new Vector2d(0, 1));
HndzLine purlinLine = new HndzLine(new Line(startR, endR));
Purlins.Add(new HndzPurlinStandrdCase(assumedProfilePurlin, purlinLine));
xRight += PurlinSpacing;
zRight -= PurlinSpacing * Math.Tan(roofSlopeAngle) - taperingZoffsetLeft;
} while (xRight < Width / 2 && zRight > EaveHeight + pulinZoffset);
}
public override void AssemblePEB(SectionI columnsStartSection = null, SectionI columnsEndSection = null, SectionI beamsStartSection = null, SectionI beamsEndSection = null, SectionChannel purlinsSection = null)
{
throw new NotImplementedException();
}
/// <summary>
/// Constructor takes profile Section and X-Direction
/// </summary>
/// <param name="name">name for the profile section i.e IPE 280 HEA 300 ...</param>
/// <param name="description">description for the profile</param>
/// <param name="CSection">section represents flange and web dimensions of steel channel</param>
/// <param name="centroid">the centroid of the section</param>
/// <param name="orientation">Reference X-Direction of the profile</param>
public HndzCSectionProfile(SectionChannel CSection,
Vector2d orientation) : this(HndzResources.DefaultName, HndzResources.DefaultDescription, CSection, orientation)
{
}
/// <summary>
/// Constructor takes profile name, description, Section and X-Direction
/// </summary>
/// <param name="name">name for the profile section i.e IPE 280 HEA 300 ...</param>
/// <param name="orientation">description for the profile</param>
/// <param name="CSection">section represents flange and web dimensions of steel channel</param>
/// <param name="centroid">the centroid of the section</param>
/// <param name="direction">Reference X-Direction of the profile</param>
public HndzCSectionProfile(string name, string orientation, SectionChannel CSection,
Vector2d direction) : base(name, orientation, direction)
{
C_Section = CSection;
}
public abstract void AssemblePEB(SectionI columnsStartSection = null, SectionI columnsEndSection = null, SectionI beamsStartSection = null, SectionI beamsEndSection = null, SectionChannel purlinsSection = null);
