public void DataPoint(ref Point3d Point, Bentley.Interop.MicroStationDGN.View View)
{
Element column = null, foundation = null, foundation_rebars = null, column_longitudinal_rebars = null, column_stirrups = null;
stirrupData = read_Data();
switch (stf.Type)
{
case TYPE.TYPE1:
{
StirrupData1 data = (StirrupData1)stirrupData;
column = RCUtil.create_column(data.B, data.H, 1500, 400);
foundation = RCUtil.create_foundation(1500, 1500, 400);
column_longitudinal_rebars = LongitudinalBarUtil.create_column_longitudinal_rebars(data.B, data.H, 1500, 1500, 1500, 400, 50, stf.Type, data.M, data.N);
column_stirrups = StirrupUtil.create_column_stirrups(data.B, data.H, 1500, 400, stf.Type, data.M, data.N);
foundation_rebars = FootingSlabBarUtil.create_foundation_rebars(1500, 1500, 400);
break;
}
case TYPE.TYPE2:
{
StirrupData2 data = (StirrupData2)stirrupData;
column = RCUtil.create_column(data.B, data.H, 1500, 400);
foundation = RCUtil.create_foundation(1500, 1500, 400);
column_longitudinal_rebars = LongitudinalBarUtil.create_column_longitudinal_rebars(data.B, data.H, 1500, 1500, 1500, 400, 50, stf.Type);
column_stirrups = StirrupUtil.create_column_stirrups(data.B, data.H, 1500, 400, stf.Type);
foundation_rebars = FootingSlabBarUtil.create_foundation_rebars(1500, 1500, 400);
break;
}
case TYPE.TYPE3:
{
StirrupData3 data = (StirrupData3)stirrupData;
column = RCUtil.create_column(data.B, data.H, 1500, 400);
foundation = RCUtil.create_foundation(1500, 1500, 400);
column_longitudinal_rebars = LongitudinalBarUtil.create_column_longitudinal_rebars(data.B, data.H, 1500, data.B1, data.H1, 1500, 1500, 400, 50, stf.Type);
column_stirrups = StirrupUtil.create_column_stirrups(data.B, data.H, data.B1, data.H1, 1500, 400, stf.Type);
foundation_rebars = FootingSlabBarUtil.create_foundation_rebars(1500, 1500, 400);
break;
}
case TYPE.TYPE4:
{
StirrupData4 data = (StirrupData4)stirrupData;
column = RCUtil.create_column(data.B, data.H, 1500, 400);
foundation = RCUtil.create_foundation(1500, 1500, 400);
column_longitudinal_rebars = LongitudinalBarUtil.create_column_longitudinal_rebars(data.B, data.H, 1500, 1500, 1500, 400, 50, stf.Type);
column_stirrups = StirrupUtil.create_column_stirrups(data.B, data.H, 1500, 400, stf.Type);
foundation_rebars = FootingSlabBarUtil.create_foundation_rebars(1500, 1500, 400);
break;
}
case TYPE.TYPE5:
{
StirrupData5 data = (StirrupData5)stirrupData;
column = RCUtil.create_column(data.B, data.H, 1500, 400);
foundation = RCUtil.create_foundation(1500, 1500, 400);
column_longitudinal_rebars = LongitudinalBarUtil.create_column_longitudinal_rebars(data.B, data.H, 1500, 1500, 1500, 400, 50, stf.Type, data.M, data.N);
column_stirrups = StirrupUtil.create_column_stirrups(data.B, data.H, 1500, 400, stf.Type, data.M, data.N);
foundation_rebars = FootingSlabBarUtil.create_foundation_rebars(1500, 1500, 400);
break;
}
case TYPE.TYPE6:
{
StirrupData6 data = (StirrupData6)stirrupData;
column = RCUtil.create_column(data.D, 1500, 400);
foundation = RCUtil.create_foundation(1500, 1500, 400);
column_longitudinal_rebars = LongitudinalBarUtil.create_column_longitudinal_rebars(data.D, 1500, 1500, 1500, 400, 50, stf.Type);
column_stirrups = StirrupUtil.create_column_stirrups(data.D, 1500, 400, stf.Type);
foundation_rebars = FootingSlabBarUtil.create_foundation_rebars(1500, 1500, 400);
break;
}
case TYPE.TYPE7:
{
StirrupData7 data = (StirrupData7)stirrupData;
column = RCUtil.create_column(data.D, 1500, 400);
foundation = RCUtil.create_foundation(1500, 1500, 400);
column_longitudinal_rebars = LongitudinalBarUtil.create_column_longitudinal_rebars(data.D, 1500, 1500, 1500, 400, 50, stf.Type);
column_stirrups = StirrupUtil.create_column_stirrups(data.D, 1500, 400, stf.Type);
foundation_rebars = FootingSlabBarUtil.create_foundation_rebars(1500, 1500, 400);
break;
}
}
TFPartRef tfpart_ref = TFPartUtil.create_tfpart_ref("Ceiling", "Metal");
TFPartUtil.add_part_to_element(ref column, tfpart_ref);
TFPartUtil.add_part_to_element(ref foundation, tfpart_ref);
TFPartUtil.add_part_to_element(ref column_longitudinal_rebars, tfpart_ref);
TFPartUtil.add_part_to_element(ref column_stirrups, tfpart_ref);
TFPartUtil.add_part_to_element(ref foundation_rebars, tfpart_ref);
column.Move(ref Point);
foundation.Move(ref Point);
column_longitudinal_rebars.Move(ref Point);
column_stirrups.Move(ref Point);
foundation_rebars.Move(ref Point);
List <Element> elements = new List <Element>();
elements.Add(column);
elements.Add(foundation);
elements.Add(column_longitudinal_rebars);
elements.Add(column_stirrups);
elements.Add(foundation_rebars);
draw_Elements(elements.ToArray(), "diji");
}
public void Dynamics(ref Point3d Point, Bentley.Interop.MicroStationDGN.View View, MsdDrawingMode DrawMode)
{
Element column = null, foundation = null;
stirrupData = read_Data();
switch (stf.Type)
{
case TYPE.TYPE1:
{
StirrupData1 data = (StirrupData1)stirrupData;
column = RCUtil.create_column(data.B, data.H, 1500, 400);
foundation = RCUtil.create_foundation(1500, 1500, 400);
break;
}
case TYPE.TYPE2:
{
StirrupData2 data = (StirrupData2)stirrupData;
column = RCUtil.create_column(data.B, data.H, 1500, 400);
foundation = RCUtil.create_foundation(1500, 1500, 400);
break;
}
case TYPE.TYPE3:
{
StirrupData3 data = (StirrupData3)stirrupData;
column = RCUtil.create_column(data.B, data.H, 1500, 400);
foundation = RCUtil.create_foundation(1500, 1500, 400);
break;
}
case TYPE.TYPE4:
{
StirrupData4 data = (StirrupData4)stirrupData;
column = RCUtil.create_column(data.B, data.H, 1500, 400);
foundation = RCUtil.create_foundation(1500, 1500, 400);
break;
}
case TYPE.TYPE5:
{
StirrupData5 data = (StirrupData5)stirrupData;
column = RCUtil.create_column(data.B, data.H, 1500, 400);
foundation = RCUtil.create_foundation(1500, 1500, 400);
break;
}
case TYPE.TYPE6:
{
StirrupData6 data = (StirrupData6)stirrupData;
column = RCUtil.create_column(data.D, 1500, 400);
foundation = RCUtil.create_foundation(1500, 1500, 400);
break;
}
case TYPE.TYPE7:
{
StirrupData7 data = (StirrupData7)stirrupData;
column = RCUtil.create_column(data.D, 1500, 400);
foundation = RCUtil.create_foundation(1500, 1500, 400);
break;
}
}
//动态移动的时候不显示配筋，只有点击的时候才画配筋
column.Move(ref Point);
foundation.Move(ref Point);
//必须redraw，否侧元素不显示
column.Redraw(DrawMode);
foundation.Redraw(DrawMode);
}