private void Select_Members()
{
dgv_columns.Rows.Clear();
chk_sele_all.Checked = true;
List <MemberIncidence> list_mem = new List <MemberIncidence>();
List <int> list_mem1 = new List <int>();
List <List <int> > list_conts = new List <List <int> >();
for (int i = 0; i < AST_DOC.Members.Count; i++)
{
var item = AST_DOC.Members[i];
if (item.EndNode.X == item.StartNode.X &&
item.EndNode.Y != item.StartNode.Y &&
item.EndNode.Z == item.StartNode.Z)
{
list_mem.Add(item);
}
}
bool flag = false;
List <int> lst_jnt = new List <int>();
List <List <int> > all_jnt = new List <List <int> >();
MovingLoadAnalysis.frm_ProgressBar.ON("Reading Members......");
for (int i = 0; i < list_mem.Count; i++)
{
MovingLoadAnalysis.frm_ProgressBar.SetValue(i, list_mem.Count);
flag = false;
foreach (var item in list_conts)
{
if (item.Contains(list_mem[i].MemberNo))
{
flag = true;
break;
}
}
if (!flag)
{
JointCoordinateCollection cont_jcc = new JointCoordinateCollection();
list_mem1 = Get_Continuous_Members(list_mem[i], ref cont_jcc);
list_conts.Add(list_mem1);
lst_jnt = new List <int>();
foreach (var item in cont_jcc)
{
lst_jnt.Add(item.NodeNo);
}
all_jnt.Add(lst_jnt);
}
}
MovingLoadAnalysis.frm_ProgressBar.OFF();
MemberIncidence mi = null;
double Pu = 0.0;
double Mux = 0.0;
double Muy = 0.0;
for (int i = 0; i < list_conts.Count; i++)
{
var item = list_conts[i];
mi = AST_DOC.Members.Get_Member(item[0]);
//Pu = StructureAnalysis.GetJoint_R1_Axial(all_jnt[i]);
//Mux = StructureAnalysis.GetJoint_M2_Bending(all_jnt[i]);
//Muy = StructureAnalysis.GetJoint_M3_Bending(all_jnt[i]);
Pu = StructureAnalysis.GetJoint_R1_Axial(all_jnt[i]);
//Mux = StructureAnalysis.GetJoint_M2_Bending(all_jnt[i]);
Mux = StructureAnalysis.GetJoint_ShearForce(all_jnt[i]);
Muy = StructureAnalysis.GetJoint_M3_Bending(all_jnt[i]);
dgv_columns.Rows.Add(true, "C" + (i + 1), MyStrings.Get_Array_Text(item), col_design.Section_Name, col_design.h, Main_Bar_Dia, col_design.bar_nos, Tie_Bar_Dia, Pu, Mux, Muy, "");
}
}
private void Select_Members()
{
double d = MyStrings.StringToDouble(cmb_flr_lvl.Text, 0.0);
dgv_beams.Rows.Clear();
cmb_sele_all.Checked = true;
//for (int i = 0; i < AST_DOC.Members.Count; i++)
//{
// var item = AST_DOC.Members[i];
// if (item.EndNode.Y == d && item.StartNode.Y == d)
// {
// dgv_beams.Rows.Add(true, item.MemberNo, "", item.Property.YD, item.Property.ZD);
// }
//}
List <MemberIncidence> list_mem = new List <MemberIncidence>();
List <int> list_mem1 = new List <int>();
List <List <int> > list_conts = new List <List <int> >();
for (int c = 0; c < cmb_flr_lvl.Items.Count; c++)
{
d = MyStrings.StringToDouble(cmb_flr_lvl.Items[c].ToString(), 0.0);
for (int i = 0; i < AST_DOC.Members.Count; i++)
{
var item = AST_DOC.Members[i];
if (item.EndNode.Y == d && item.StartNode.Y == d)
//if (item.EndNode.Y == item.StartNode.Y)
{
list_mem.Add(item);
}
}
}
bool flag = false;
MovingLoadAnalysis.frm_ProgressBar.On = false;
MovingLoadAnalysis.frm_ProgressBar.ON("Reading continuous Beam Nos........");
MemberIncidence mi = null;
int count = 1;
double last_Y = 0.0;
double am1, am2, am3, am4, av1, av2, av3;
am1 = am2 = am3 = am4 = av1 = av2 = av3 = 0.0;
JointCoordinateCollection cont_jcc = new JointCoordinateCollection();
int cnt = 1;
for (int i = 0; i < list_mem.Count; i++)
{
MovingLoadAnalysis.frm_ProgressBar.SetValue(i, list_mem.Count);
flag = false;
foreach (var item in list_conts)
{
if (item.Contains(list_mem[i].MemberNo))
{
flag = true;
break;
}
}
if (!flag)
{
cont_jcc = new JointCoordinateCollection();
list_mem1 = Get_Continuous_Beams(list_mem[i], ref cont_jcc);
list_conts.Add(list_mem1);
#region
var item = list_mem1;
var lst_jnt = new List <int>();
mi = AST_DOC.Members.Get_Member(item[0]);
foreach (var mbr in list_mem1)
{
mi = AST_DOC.Members.Get_Member(mbr);
if (!lst_jnt.Contains(mi.EndNode.NodeNo))
{
lst_jnt.Add(mi.EndNode.NodeNo);
}
if (!lst_jnt.Contains(mi.StartNode.NodeNo))
{
lst_jnt.Add(mi.StartNode.NodeNo);
}
}
if (last_Y != mi.EndNode.Y)
{
count = 1;
}
//beamDes.Get_All_Forces(cont_jcc, ref am1, ref am2, ref am3, ref am4, ref av1, ref av2, ref av3);
am1 = StructureAnalysis.GetJoint_MomentForce(lst_jnt);
am2 = StructureAnalysis.GetJoint_ShearForce(lst_jnt);
dgv_beams.Rows.Add(cnt++, true, mi.EndNode.Y.ToString("f4"), "B" + (count++),
MyStrings.Get_Array_Text(item),
//mi.Property.YD, mi.Property.ZD,
beamDes.sectionName,
beamDes.h,
am1, am2,
"");
last_Y = mi.EndNode.Y;
#endregion
}
}
MovingLoadAnalysis.frm_ProgressBar.OFF();
//MemberIncidence mi = null;
//int count = 1;
//double last_Y = 0.0;
//double am1, am2, am3, am4, av1, av2, av3;
//am1 = am2 = am3 = am4 = av1 = av2 = av3 = 0.0;
//for (int i = 0; i < list_conts.Count; i++)
//{
// var item = list_conts[i];
// mi = AST_DOC.Members.Get_Member(item[0]);
// if (last_Y != mi.EndNode.Y)
// {
// count = 1;
// }
// dgv_beams.Rows.Add(i+1, true, mi.EndNode.Y.ToString("f3"), "B" + (count++),
// MyStrings.Get_Array_Text(item),
// mi.Property.YD, mi.Property.ZD,
// d1, d2, d3, d4, d5, d6,
// beamDes.Shear_Bar_dia,
// am1.ToString("f3"),
// am2.ToString("f3"),
// am3.ToString("f3"),
// am4.ToString("f3"),
// av1.ToString("f3"),
// av2.ToString("f3"),
// av3.ToString("f3"),
// "");
// last_Y = mi.EndNode.Y;
//}
}