protected void Page_Load(object sender, EventArgs e)
{
//================== Robot Initalizers
RobotObjectUI.Robotstart();
//=================== Robot Material Definition
Material mymaterial = new Material("HNDZ-Steel", 77000, 200000000000.00, 0.2, 80000000000.09, 0.000012, 0.06, 200000000.00, 200000000.00, 1.59, 450000000.00);
RobotObjectUI.SetMaterial(mymaterial);
//=======================
// Actual Building Creation
//========================
Node N1 = new Node(0, 0, 0);
Node N2 = new Node(0, 0, 10);
Node N3 = new Node(5, 0, 15);
Node N4 = new Node(10, 0, 10);
Node N5 = new Node(10, 0, 0);
// If The Frame Has More than One Tapered Section
//==============================
// Node N2_1 = new Node(2.5, 0, 12.5);
// Node N3_1 = new Node(7.5,0,12.5);
//================
//End Nodes of Purlin
Node N2D = new Node(0, 10, 0);
Node N3D = new Node(5, 10, 0);
Node N4D = new Node(10, 10, 0);
//=====================
// Section Definition
BeamTaperedProfile section = new BeamTaperedProfile("HDZ - Col Section", "XXX", 0.20, 0.1, 0.40, 0.2, 0.1, 0.40);
BeamTaperedProfile section2 = new BeamTaperedProfile("HDZ - Col Section - End", "XXX", 0.100, 0.3, 0.60, 0.3, 0.3, 0.40);
I_BeamSection section3 = new I_BeamSection("PurlinSec", "XXX", 300, 100, 50, 50, 12, mymaterial);
//=========================
//======================
// Actual Elements Creation
// There is A bug The Columns and Beams Have to Be Drawin in a Specific way
//====================================================
// Columns From Bottom Node to Top
// Left Beams From the Left to the right not and right beam from the Right to The left node
//=========================================
Column Col1 = new Column(N1, N2, section, section2);
Column Col2 = new Column(N5, N4, section, section2);
Beam beam2 = new Beam(N2, N3, section, section2);
Beam beam4 = new Beam(N4, N3, section, section2);
Support leftsupport = new Support(N1, SupportTypeEnum.Pinned);
Support rightSupport = new Support(N5, SupportTypeEnum.Pinned);
Purlin Purlin1 = new Purlin(N2, N2D, section3);
Purlin Purlin2 = new Purlin(N3, N3D, section3);
Purlin Purlin3 = new Purlin(N4, N4D, section3);
//////---- Beam beam2 = new Beam(N2_1, N3, section, section2);
// Beam beam1 = new Beam(N2, N2_1, section, section2);
// Beam beam3 = new Beam(N3, N3_1, section, section2);
//----- Beam beam4 = new Beam(N3_1, N4, section, section2);
//==============
//====================
// Creation Of a Frame Element
List <Beam> beams = new List <Beam>();
beams.Add(beam2);
beams.Add(beam4);
//===============
List <Column> columns = new List <Column>();
columns.Add(Col1);
columns.Add(Col2);
//====================
List <Support> supports = new List <Support>();
supports.Add(leftsupport);
supports.Add(rightSupport);
//=============================
Frame Myframe = new Frame(10, 15, beams, columns, supports, N1, 10);
List <Frame> Frames = new List <Frame>();
Frames.Add(Myframe);
List <Purlin> Purlins = new List <Purlin>();
Purlins.Add(Purlin1);
Purlins.Add(Purlin2);
Purlins.Add(Purlin3);
Structure mystructure = new Structure("hdz", new Node(0, 0, 0), 10, 50, 6, 10, Frames, Purlins);
//===================================
RobotObjectUI.DrawFrame(Myframe);
RobotObjectUI.SetColumnSections(Myframe);
RobotObjectUI.SetBeamSections(Myframe);
RobotObjectUI.SetSupports(Myframe);
RobotObjectUI.SetloadCases(mystructure);
RobotObjectUI.SetLoadCombinations();
RobotObjectUI.Analyze();
RobotObjectUI.Design();
RobotObjectUI.GetResults();
//========================
#region MyRegion
//API_Object_UI.SetColumnSections(Myframe);
////=====================
////My logic
//Node start = new Node(1, 0, 0, 0);
//Node end = new Node(2, 10, 5, 10);
//I_BeamSection section = new I_BeamSection("m", "m", 100, 100, 100, 100, 100, null);
//Beam beam = new Beam(1, start, end, section);
//List<Node> MyFrame = new List<Node>();
//Node E1N = new Node(1,0,0,0);
//Node E2N = new Node(2, 0,0, 10);
//Node E3N = new Node(3, 5, 0, 15);
//Node E4N = new Node(4, 10, 0, 10);
//Node E5N = new Node(5, 10, 0, 0);
//MyFrame.Add(E1N);
//MyFrame.Add(E2N);
//MyFrame.Add(E3N);
//MyFrame.Add(E4N);
//MyFrame.Add(E5N);
//API_Object_UI.DrawFrame(MyFrame);
//API_Object_UI.SetCases();
//API_Object_UI.SetSupports(MyFrame);
//API_Object_UI.SetColumnSections();
//// Old logic end
////=================
////API_Object_UI.DrawGrid(null);
//// API_Object_UI.DrawBeam(beam);
////API_Object_UI.DrawBeam();
#endregion
}
public static bool Design(HndzFrameSingleBay3D CustomerInputsFrame)
{
RobotInit.RobotKickStart();
RobotInit.StartRobot();
RobotInit.New2dFrameProject();
Material mymaterial = new Material("HNDZ-Steel", 77000, 200000000000.00, 0.2, 80000000000.09, 0.000012, 0.06, 200000000.00, 200000000.00, 1.59, 450000000.00);
RobotDefinitions.SetMaterial(mymaterial);
//=======================
// Actual Building Creation
//========================
HndzFrameSingleBay2D Frame = CustomerInputsFrame.Frames2D.ElementAt(0);
double ColumnHeight = Frame.LeftColumn.ExtrusionLine.RhinoLine.Length / 1000;
double RidgeHeight = Frame.LeftBeam.ExtrusionLine.EndNode.Point.Z / 1000;
double EaveHeight = Frame.LeftColumn.ExtrusionLine.EndNode.Point.Z / 1000;
double Width = Frame.RightColumn.ExtrusionLine.baseNode.Point.X / 1000;
//Node N1 = new Node(0, 0, 0);
//Node N2 = new Node(0, 0, 10);
//Node N3 = new Node(5, 0, 15);
//Node N4 = new Node(10, 0, 10);
//Node N5 = new Node(10, 0, 0);
Node N1 = new Node(0, 0, 0);
Node N2 = new Node(0, 0, CustomerInputsFrame.EaveHeight / 1000);
Node N3 = new Node(CustomerInputsFrame.Width / 2000, 0, CustomerInputsFrame.RidgeHeight / 1000);
Node N4 = new Node(CustomerInputsFrame.Width / 1000, 0, CustomerInputsFrame.EaveHeight / 1000);
Node N5 = new Node(CustomerInputsFrame.Width / 1000, 0, 0);
////=================
BeamTaperedProfile section = new BeamTaperedProfile("HDZ - Col Section", "XXX", 0.20, 0.1, 0.2, 0.1, 0.2, 0.6);
BeamTaperedProfile section2 = new BeamTaperedProfile("HDZ - Col Section - End", "XXX", 0.2, 0.1, 0.2, 0.1, 0.2, 0.40);
I_BeamSection section3 = new I_BeamSection("PurlinSec", "XXX", 300, 100, 50, 50, 12, mymaterial);
//=========================
//======================
// Actual Elements Creation
// There is A bug The Columns and Beams Have to Be Drawin in a Specific way
//====================================================
// Columns From Bottom Node to Top
// Left Beams From the Left to the right not and right beam from the Right to The left node
//=========================================
Column Col1 = new Column(N1, N2, section, section2);
Column Col2 = new Column(N5, N4, section, section2);
Beam beam2 = new Beam(N2, N3, section2, section);
Beam beam4 = new Beam(N4, N3, section2, section);
Support leftsupport = new Support(N1, SupportTypeEnum.Pinned);
Support rightSupport = new Support(N5, SupportTypeEnum.Pinned);
//========================
List <Beam> beams = new List <Beam>();
beams.Add(beam2);
beams.Add(beam4);
//===============
List <Column> columns = new List <Column>();
columns.Add(Col1);
columns.Add(Col2);
//====================
List <Support> supports = new List <Support>();
supports.Add(leftsupport);
supports.Add(rightSupport);
//=============================
Frame Myframe = new Frame(EaveHeight, RidgeHeight, beams, columns, supports, N1, Width);
List <Frame> Frames = new List <Frame>();
Frames.Add(Myframe);
//===================================
RobotGeometry.DrawFrame(Myframe);
RobotDefinitions.SetColumnSections(Myframe);
RobotDefinitions.SetBeamSections(Myframe);
RobotGeometry.SetSupports(Myframe);
RobotLoadAssigns.SetloadCases(Myframe);
RobotLoadAssigns.SetLoadCombinations();
RobotResults.Analyze();
RobotResults.Design(Myframe);
return(true);
}
