private void frmTBeamAnalysis_Load(object sender, EventArgs e)
{
Joints = new JointNodeCollection();
MemColls = new MemberCollection();
Button_Enable_Disable();
dgv_live_load.Rows.Add("TYPE 1 : IRCCLASSA", -18.8, 0, 2.75, 0.2);
dgv_live_load.Rows.Add("TYPE 1 : IRCCLASSA", -18.8, 0, 6.25, 0.2);
dgv_live_load.Rows.Add("TYPE 1 : IRCCLASSA", -18.8, 0, 9.75, 0.2);
}
void Show_Moment_Shear()
{
MemberCollection mc = new MemberCollection(BridgeDesign.Analysis.Members);
CMember mem = null;
mem = new CMember();
string kStr = "";
MemberCollection sort_membs = new MemberCollection();
JointNodeCollection jn_col = BridgeDesign.Analysis.Joints;
double L = BridgeDesign.Analysis.Length;
double W = BridgeDesign.Analysis.Width;
double d_eff = BridgeDesign.Analysis.Effective_Depth;
double support = BridgeDesign.Analysis.Support_Distance;
int i = 0;
List <int> _Support_inn_joints = new List <int>();
List <int> _deff_inn_joints = new List <int>();
List <int> _L8_inn_joints = new List <int>();
List <int> _L4_inn_joints = new List <int>();
List <int> _3L8_inn_joints = new List <int>();
List <int> _L2_inn_joints = new List <int>();
List <int> _Support_out_joints = new List <int>();
List <int> _deff_out_joints = new List <int>();
List <int> _L8_out_joints = new List <int>();
List <int> _L4_out_joints = new List <int>();
List <int> _3L8_out_joints = new List <int>();
List <double> _X_joints = new List <double>();
List <double> _Z_joints = new List <double>();
for (i = 0; i < jn_col.Count; i++)
{
if (_X_joints.Contains(jn_col[i].X) == false)
{
_X_joints.Add(jn_col[i].X);
}
if (_Z_joints.Contains(jn_col[i].Z) == false)
{
_Z_joints.Add(jn_col[i].Z);
}
}
List <double> _X_min = new List <double>();
List <double> _X_max = new List <double>();
double x_max, x_min;
double vvv = 99999999999999999;
for (int zc = 0; zc < _Z_joints.Count; zc++)
{
x_min = vvv;
x_max = -vvv;
for (i = 0; i < jn_col.Count; i++)
{
//if (_X_joints.Contains(jn_col[i].X) == false) _X_joints.Add(jn_col[i].X);
//if (_Z_joints.Contains(jn_col[i].Z) == false) _Z_joints.Add(jn_col[i].Z);
if (_Z_joints[zc] == jn_col[i].Z)
{
if (x_min > jn_col[i].X)
{
x_min = jn_col[i].X;
}
if (x_max < jn_col[i].X)
{
x_max = jn_col[i].X;
}
}
}
if (x_max != -vvv)
{
_X_max.Add(x_max);
}
if (x_min != vvv)
{
_X_min.Add(x_min);
}
}
double cant_wi = _Z_joints.Count > 1 ? _Z_joints[2] : 0.0;
for (i = 0; i < jn_col.Count; i++)
{
try
{
if ((jn_col[i].Z >= cant_wi && jn_col[i].Z <= (W - cant_wi)) == false)
{
continue;
}
x_min = _X_min[_Z_joints.IndexOf(jn_col[i].Z)];
#region L/2
if ((jn_col[i].X.ToString("0.0") == ((L / 2.0) + x_min).ToString("0.0")))
{
if (jn_col[i].Z >= cant_wi && jn_col[i].Z <= (W - cant_wi))
{
_L2_inn_joints.Add(jn_col[i].NodeNo);
}
}
#endregion L/2
#region L/4
if (jn_col[i].X.ToString("0.0") == ((L / 4.0) + x_min).ToString("0.0"))
{
if (jn_col[i].Z >= cant_wi)
{
_L4_inn_joints.Add(jn_col[i].NodeNo);
}
}
if (jn_col[i].X.ToString("0.0") == ((L - (L / 4.0)) + x_min).ToString("0.0"))
{
if (jn_col[i].Z <= (W - cant_wi))
{
_L4_out_joints.Add(jn_col[i].NodeNo);
}
}
#endregion L/4
#region support
if ((jn_col[i].X.ToString("0.0") == (support + x_min).ToString("0.0")))
{
if (jn_col[i].Z >= cant_wi)
{
_Support_inn_joints.Add(jn_col[i].NodeNo);
}
}
if ((jn_col[i].X.ToString("0.0") == (L - support + x_min).ToString("0.0")))
{
if (jn_col[i].Z <= (W - cant_wi))
{
_Support_out_joints.Add(jn_col[i].NodeNo);
}
}
#endregion Effective Depth
#region Effective Depth
if ((jn_col[i].X.ToString("0.0") == (d_eff + x_min).ToString("0.0")))
{
if (jn_col[i].Z >= cant_wi)
{
_deff_inn_joints.Add(jn_col[i].NodeNo);
}
}
if ((jn_col[i].X.ToString("0.0") == (L - d_eff + x_min).ToString("0.0")))
{
if (jn_col[i].Z <= (W - cant_wi))
{
_deff_out_joints.Add(jn_col[i].NodeNo);
}
}
#endregion Effective Depth
#region L/8
if (jn_col[i].X.ToString("0.0") == ((L / 8.0) + x_min).ToString("0.0"))
{
if (jn_col[i].Z >= cant_wi)
{
_L8_inn_joints.Add(jn_col[i].NodeNo);
}
}
if (jn_col[i].X.ToString("0.0") == ((L - (L / 8.0)) + x_min).ToString("0.0"))
{
if (jn_col[i].Z <= (W - cant_wi))
{
_L8_out_joints.Add(jn_col[i].NodeNo);
}
}
#endregion L/8
#region 3L/8
if (jn_col[i].X.ToString("0.0") == ((3 * L / 8.0) + x_min).ToString("0.0"))
{
if (jn_col[i].Z >= cant_wi)
{
_3L8_inn_joints.Add(jn_col[i].NodeNo);
}
}
if (jn_col[i].X.ToString("0.0") == ((L - (3 * L / 8.0)) + x_min).ToString("0.0"))
{
if (jn_col[i].Z <= (W - cant_wi))
{
_3L8_out_joints.Add(jn_col[i].NodeNo);
}
}
#endregion L/8
}
catch (Exception ex) { MessageBox.Show(this, ""); }
}
if (_L2_inn_joints.Count > 2)
{
_L2_inn_joints.RemoveAt(0);
_L2_inn_joints.RemoveAt(_L2_inn_joints.Count - 1);
}
if (_L4_inn_joints.Count > 2)
{
_L4_inn_joints.RemoveAt(0);
_L4_inn_joints.RemoveAt(_L4_inn_joints.Count - 1);
}
if (_L4_out_joints.Count > 2)
{
_L4_out_joints.RemoveAt(0);
_L4_out_joints.RemoveAt(_L4_out_joints.Count - 1);
}
if (_L8_inn_joints.Count > 2)
{
_L8_inn_joints.RemoveAt(0);
_L8_inn_joints.RemoveAt(_L8_inn_joints.Count - 1);
}
if (_L8_out_joints.Count > 2)
{
_L8_out_joints.RemoveAt(0);
_L8_out_joints.RemoveAt(_L8_out_joints.Count - 1);
}
if (_3L8_inn_joints.Count > 2)
{
_3L8_inn_joints.RemoveAt(0);
_3L8_inn_joints.RemoveAt(_3L8_inn_joints.Count - 1);
}
if (_3L8_out_joints.Count > 2)
{
_3L8_out_joints.RemoveAt(0);
_3L8_out_joints.RemoveAt(_3L8_out_joints.Count - 1);
}
if (_deff_inn_joints.Count > 2)
{
_deff_inn_joints.RemoveAt(0);
_deff_inn_joints.RemoveAt(_deff_inn_joints.Count - 1);
}
if (_deff_out_joints.Count > 2)
{
_deff_out_joints.RemoveAt(0);
_deff_out_joints.RemoveAt(_deff_out_joints.Count - 1);
}
if (_Support_inn_joints.Count > 2)
{
_Support_inn_joints.RemoveAt(0);
_Support_inn_joints.RemoveAt(_Support_inn_joints.Count - 1);
}
if (_Support_out_joints.Count > 2)
{
_Support_out_joints.RemoveAt(0);
_Support_out_joints.RemoveAt(_Support_out_joints.Count - 1);
}
_Support_inn_joints.AddRange(_Support_out_joints);
_3L8_inn_joints.AddRange(_3L8_out_joints);
_L8_inn_joints.AddRange(_L8_out_joints);
_L4_inn_joints.AddRange(_L4_out_joints);
_deff_inn_joints.AddRange(_deff_out_joints);
mem = new CMember();
mem.Group.MemberNos = _L2_inn_joints;
kStr = BridgeDesign.GetForce(ref mem);
txt_inner_L2_shear.Text = mem.MaxShearForce.Force.ToString();
txt_inner_L2_shear_member_no.Text = mem.MaxShearForce.MemberNo.ToString();
txt_inner_L2_shear_loadno.Text = mem.MaxShearForce.Loadcase.ToString();
txt_inner_L2_moment.Text = mem.MaxBendingMoment.Force.ToString();
txt_inner_L2_moment_member_no.Text = mem.MaxBendingMoment.MemberNo.ToString();
txt_inner_L2_moment_loadno.Text = mem.MaxBendingMoment.Loadcase.ToString();
mem = new CMember();
mem.Group.MemberNos = _3L8_inn_joints;
kStr = BridgeDesign.GetForce(ref mem);
txt_inner_3L8_shear.Text = mem.MaxShearForce.Force.ToString();
txt_inner_3L8_shear_member_no.Text = mem.MaxShearForce.MemberNo.ToString();
txt_inner_3L8_shear_loadno.Text = mem.MaxShearForce.Loadcase.ToString();
txt_inner_3L8_moment.Text = mem.MaxBendingMoment.Force.ToString();
txt_inner_3L8_moment_member_no.Text = mem.MaxBendingMoment.MemberNo.ToString();
txt_inner_3L8_moment_loadno.Text = mem.MaxBendingMoment.Loadcase.ToString();
mem = new CMember();
mem.Group.MemberNos = _L4_inn_joints;
kStr = BridgeDesign.GetForce(ref mem);
txt_inner_L4_shear.Text = mem.MaxShearForce.Force.ToString();
txt_inner_L4_shear_member_no.Text = mem.MaxShearForce.MemberNo.ToString();
txt_inner_L4_shear_loadno.Text = mem.MaxShearForce.Loadcase.ToString();
txt_inner_L4_moment.Text = mem.MaxBendingMoment.Force.ToString();
txt_inner_L4_moment_member_no.Text = mem.MaxBendingMoment.MemberNo.ToString();
txt_inner_L4_moment_loadno.Text = mem.MaxBendingMoment.Loadcase.ToString();
mem = new CMember();
mem.Group.MemberNos = _L8_inn_joints;
kStr = BridgeDesign.GetForce(ref mem);
txt_inner_L8_shear.Text = mem.MaxShearForce.Force.ToString();
txt_inner_L8_shear_member_no.Text = mem.MaxShearForce.MemberNo.ToString();
txt_inner_L8_shear_loadno.Text = mem.MaxShearForce.Loadcase.ToString();
txt_inner_L8_moment.Text = mem.MaxBendingMoment.Force.ToString();
txt_inner_L8_moment_member_no.Text = mem.MaxBendingMoment.MemberNo.ToString();
txt_inner_L8_moment_loadno.Text = mem.MaxBendingMoment.Loadcase.ToString();
mem = new CMember();
mem.Group.MemberNos = _deff_inn_joints;
kStr = BridgeDesign.GetForce(ref mem);
txt_inner_deff_shear.Text = mem.MaxShearForce.Force.ToString();
txt_inner_deff_shear_member_no.Text = mem.MaxShearForce.MemberNo.ToString();
txt_inner_deff_shear_loadno.Text = mem.MaxShearForce.Loadcase.ToString();
txt_inner_deff_moment.Text = mem.MaxBendingMoment.Force.ToString();
txt_inner_deff_moment_member_no.Text = mem.MaxBendingMoment.MemberNo.ToString();
txt_inner_deff_moment_loadno.Text = mem.MaxBendingMoment.Loadcase.ToString();
mem = new CMember();
mem.Group.MemberNos = _Support_inn_joints;
kStr = BridgeDesign.GetForce(ref mem);
txt_inner_support_shear.Text = mem.MaxShearForce.Force.ToString();
txt_inner_shear_support_member_no.Text = mem.MaxShearForce.MemberNo.ToString();
txt_inner_shear_support_loadno.Text = mem.MaxShearForce.Loadcase.ToString();
txt_inner_support_moment.Text = mem.MaxBendingMoment.Force.ToString();
txt_inner_support_member_no.Text = mem.MaxBendingMoment.MemberNo.ToString();
txt_inner_support_moment_loadno.Text = mem.MaxBendingMoment.Loadcase.ToString();
//txt_inner_L2_shear.Text = BridgeDesign.GetJoint_ShearForce(_L2_inn_joints).ToString();
//txt_inner_L2_moment.Text = BridgeDesign.GetJoint_MomentForce(_L2_inn_joints).ToString();
//txt_inner_3L8_shear.Text = BridgeDesign.GetJoint_ShearForce(_3L8_inn_joints).ToString();
//txt_inner_3L8_moment.Text = BridgeDesign.GetJoint_MomentForce(_3L8_inn_joints).ToString();
//txt_inner_L4_shear.Text = BridgeDesign.GetJoint_ShearForce(_L4_inn_joints).ToString();
//txt_inner_L4_moment.Text = BridgeDesign.GetJoint_MomentForce(_L4_inn_joints).ToString();
//txt_inner_L8_shear.Text = BridgeDesign.GetJoint_ShearForce(_L8_inn_joints).ToString();
//txt_inner_L8_moment.Text = BridgeDesign.GetJoint_MomentForce(_L8_inn_joints).ToString();
//txt_inner_deff_shear.Text = BridgeDesign.GetJoint_ShearForce(_deff_inn_joints).ToString();
//txt_inner_deff_moment.Text = BridgeDesign.GetJoint_MomentForce(_deff_inn_joints).ToString();
//txt_inner_support_shear.Text = BridgeDesign.GetJoint_ShearForce(_Support_inn_joints).ToString();
//txt_inner_support_moment.Text = BridgeDesign.GetJoint_MomentForce(_Support_inn_joints).ToString();
_L2_inn_joints.Clear();
_3L8_inn_joints.Clear();
_L4_inn_joints.Clear();
_L8_inn_joints.Clear();
_deff_inn_joints.Clear();
_Support_inn_joints.Clear();
_3L8_out_joints.Clear();
_L8_out_joints.Clear();
_L4_out_joints.Clear();
_deff_out_joints.Clear();
_Support_out_joints.Clear();
for (i = 0; i < jn_col.Count; i++)
{
try
{
if ((jn_col[i].Z >= cant_wi && jn_col[i].Z <= (W - cant_wi)) == false)
{
continue;
}
x_min = _X_min[_Z_joints.IndexOf(jn_col[i].Z)];
#region L/2
if ((jn_col[i].X.ToString("0.0") == ((L / 2.0) + x_min).ToString("0.0")))
{
if (jn_col[i].Z >= cant_wi && jn_col[i].Z <= (W - cant_wi))
{
_L2_inn_joints.Add(jn_col[i].NodeNo);
}
}
#endregion L/2
#region L/4
if (jn_col[i].X.ToString("0.0") == ((L / 4.0) + x_min).ToString("0.0"))
{
if (jn_col[i].Z >= cant_wi)
{
_L4_inn_joints.Add(jn_col[i].NodeNo);
}
}
if (jn_col[i].X.ToString("0.0") == ((L - (L / 4.0)) + x_min).ToString("0.0"))
{
if (jn_col[i].Z <= (W - cant_wi))
{
_L4_out_joints.Add(jn_col[i].NodeNo);
}
}
#endregion L/4
#region support
if ((jn_col[i].X.ToString("0.0") == (support + x_min).ToString("0.0")))
{
if (jn_col[i].Z >= cant_wi)
{
_Support_inn_joints.Add(jn_col[i].NodeNo);
}
}
if ((jn_col[i].X.ToString("0.0") == (L - support + x_min).ToString("0.0")))
{
if (jn_col[i].Z <= (W - cant_wi))
{
_Support_out_joints.Add(jn_col[i].NodeNo);
}
}
#endregion Effective Depth
#region Effective Depth
if ((jn_col[i].X.ToString("0.0") == (d_eff + x_min).ToString("0.0")))
{
if (jn_col[i].Z >= cant_wi)
{
_deff_inn_joints.Add(jn_col[i].NodeNo);
}
}
if ((jn_col[i].X.ToString("0.0") == (L - d_eff + x_min).ToString("0.0")))
{
if (jn_col[i].Z <= (W - cant_wi))
{
_deff_out_joints.Add(jn_col[i].NodeNo);
}
}
#endregion Effective Depth
#region L/8
if (jn_col[i].X.ToString("0.0") == ((L / 8.0) + x_min).ToString("0.0"))
{
if (jn_col[i].Z >= cant_wi)
{
_L8_inn_joints.Add(jn_col[i].NodeNo);
}
}
if (jn_col[i].X.ToString("0.0") == ((L - (L / 8.0)) + x_min).ToString("0.0"))
{
if (jn_col[i].Z <= (W - cant_wi))
{
_L8_out_joints.Add(jn_col[i].NodeNo);
}
}
#endregion L/8
#region 3L/8
if (jn_col[i].X.ToString("0.0") == ((3 * L / 8.0) + x_min).ToString("0.0"))
{
if (jn_col[i].Z >= cant_wi)
{
_3L8_inn_joints.Add(jn_col[i].NodeNo);
}
}
if (jn_col[i].X.ToString("0.0") == ((L - (3 * L / 8.0)) + x_min).ToString("0.0"))
{
if (jn_col[i].Z <= (W - cant_wi))
{
_3L8_out_joints.Add(jn_col[i].NodeNo);
}
}
#endregion L/8
}
catch (Exception ex) { MessageBox.Show(this, ""); }
}
if (_L2_inn_joints.Count > 2)
{
_L2_inn_joints.RemoveRange(1, _L2_inn_joints.Count - 2);
}
if (_L4_inn_joints.Count > 2)
{
_L4_inn_joints.RemoveRange(1, _L4_inn_joints.Count - 2);
_L4_out_joints.RemoveRange(1, _L4_out_joints.Count - 2);
_L4_out_joints.AddRange(_L4_inn_joints);
}
if (_deff_inn_joints.Count > 2)
{
_deff_inn_joints.RemoveRange(1, _deff_inn_joints.Count - 2);
_deff_out_joints.RemoveRange(1, _deff_out_joints.Count - 2);
_deff_out_joints.AddRange(_deff_inn_joints);
}
if (_Support_inn_joints.Count > 2)
{
_Support_inn_joints.RemoveRange(1, _Support_inn_joints.Count - 2);
_Support_out_joints.RemoveRange(1, _Support_out_joints.Count - 2);
_Support_out_joints.AddRange(_Support_inn_joints);
}
if (_L8_inn_joints.Count > 2)
{
_L8_inn_joints.RemoveRange(1, _L8_inn_joints.Count - 2);
_L8_out_joints.RemoveRange(1, _L8_out_joints.Count - 2);
_L8_out_joints.AddRange(_L8_inn_joints);
}
if (_3L8_inn_joints.Count > 2)
{
_3L8_inn_joints.RemoveRange(1, _3L8_inn_joints.Count - 2);
_3L8_out_joints.RemoveRange(1, _3L8_out_joints.Count - 2);
_3L8_out_joints.AddRange(_3L8_inn_joints);
}
mem = new CMember();
mem.Group.MemberNos = _Support_out_joints;
kStr = BridgeDesign.GetForce(ref mem);
txt_outer_support_moment.Text = mem.MaxBendingMoment.Force.ToString();
txt_outer_support_moment_loadno.Text = mem.MaxBendingMoment.Loadcase.ToString();
txt_outer_support_moment_member_no.Text = mem.MaxBendingMoment.MemberNo.ToString();
txt_outer_support_shear.Text = mem.MaxShearForce.Force.ToString();
txt_outer_support_shear_loadno.Text = mem.MaxShearForce.Loadcase.ToString();
txt_outer_support_shear_member_no.Text = mem.MaxShearForce.MemberNo.ToString();
mem = new CMember();
mem.Group.MemberNos = _deff_out_joints;
kStr = BridgeDesign.GetForce(ref mem);
txt_outer_deff_moment.Text = mem.MaxBendingMoment.Force.ToString();
txt_outer_deff_moment_loadno.Text = mem.MaxBendingMoment.Loadcase.ToString();
txt_outer_deff_moment_member_no.Text = mem.MaxBendingMoment.MemberNo.ToString();
txt_outer_deff_shear.Text = mem.MaxShearForce.Force.ToString();
txt_outer_deff_shear_loadno.Text = mem.MaxShearForce.Force.ToString();
txt_outer_deff_shear_member_no.Text = mem.MaxShearForce.Force.ToString();
mem = new CMember();
mem.Group.MemberNos = _L8_out_joints;
kStr = BridgeDesign.GetForce(ref mem);
txt_outer_L8_moment.Text = mem.MaxBendingMoment.Force.ToString();
txt_outer_L8_moment_member_no.Text = mem.MaxBendingMoment.MemberNo.ToString();
txt_outer_L8_moment_loadno.Text = mem.MaxBendingMoment.Loadcase.ToString();
txt_outer_L8_shear.Text = mem.MaxShearForce.Force.ToString();
txt_outer_L8_shear_member_no.Text = mem.MaxShearForce.MemberNo.ToString();
txt_outer_L8_shear_loadno.Text = mem.MaxShearForce.Loadcase.ToString();
mem = new CMember();
mem.Group.MemberNos = _L4_out_joints;
kStr = BridgeDesign.GetForce(ref mem);
txt_outer_L4_moment.Text = mem.MaxBendingMoment.Force.ToString();
txt_outer_L4_moment_member_no.Text = mem.MaxBendingMoment.MemberNo.ToString();
txt_outer_L4_moment_loadno.Text = mem.MaxBendingMoment.Loadcase.ToString();
txt_outer_L4_shear.Text = mem.MaxShearForce.Force.ToString();
txt_outer_L4_shear_member_no.Text = mem.MaxShearForce.MemberNo.ToString();
txt_outer_L4_shear_loadno.Text = mem.MaxShearForce.Loadcase.ToString();
mem = new CMember();
mem.Group.MemberNos = _3L8_out_joints;
kStr = BridgeDesign.GetForce(ref mem);
txt_outer_3L8_moment.Text = mem.MaxBendingMoment.Force.ToString();
txt_outer_3L8_moment_member_no.Text = mem.MaxBendingMoment.MemberNo.ToString();
txt_outer_3L8_moment_loadno.Text = mem.MaxBendingMoment.Loadcase.ToString();
txt_outer_3L8_shear.Text = mem.MaxShearForce.Force.ToString();
txt_outer_3L8_shear_member_no.Text = mem.MaxShearForce.MemberNo.ToString();
txt_outer_3L8_shear_loadno.Text = mem.MaxShearForce.Loadcase.ToString();
mem = new CMember();
mem.Group.MemberNos = _L2_inn_joints;
kStr = BridgeDesign.GetForce(ref mem);
txt_outer_L2_moment.Text = mem.MaxBendingMoment.Force.ToString();
txt_outer_L2_moment_loadno.Text = mem.MaxBendingMoment.Loadcase.ToString();
txt_outer_L2_moment_member_no.Text = mem.MaxBendingMoment.MemberNo.ToString();
txt_outer_L2_shear.Text = mem.MaxShearForce.Force.ToString();
txt_outer_L2_shear_loadno.Text = mem.MaxShearForce.Loadcase.ToString();
txt_outer_L2_shear_member_no.Text = mem.MaxShearForce.MemberNo.ToString();
//CMember mem = new CMember();
//mem.Group.MemberNos = _L2_inn_joints;
//txt_outer_L2_shear.Text = BridgeDesign.GetForce(ref mem);
//txt_outer_L2_shear.Text = mem.Force.ToString();
//txt_outer_L2_shear_member_no.Text = mem.MaxShearForce.MemberNo.ToString();
//txt_outer_L2_shear_node_no.Text = mem.MaxShearForce.Loadcase.ToString();
#region Null All variables
mc = null;
jn_col = null;
_L2_inn_joints = null;
_L4_inn_joints = null;
_deff_inn_joints = null;
_L4_out_joints = null;
_deff_out_joints = null;
#endregion
Show_Cross_Girder();
}
public bool Create_Data(string file_name)
{
List <string> list = new List <string>();
//con
int Upper_Connector_Index = -1;
int Lower_Connector_Index = -1;
int indx = 12;
int pnl_nos = (int)(Tower_Height / Bracing_Panel_Height);
#region X Points
double x_ps = (Tower_Base_Width - Tower_Top_Width) / 2;
double X_Incr = (x_ps) / (pnl_nos);
List <double> x_side_1 = new List <double>();
List <double> x_side_2 = new List <double>();
List <double> y_side = new List <double>();
List <double> z_side_1 = new List <double>();
List <double> z_side_2 = new List <double>();
double x = 0, y = 0, z = 0;
int i = 0;
for (i = 0; i <= pnl_nos; i++)
{
x = i * X_Incr;
y = i * Bracing_Panel_Height;
x_side_1.Add(x);
z_side_1.Add(x);
x_side_2.Add(Tower_Base_Width - x);
z_side_2.Add(Tower_Base_Width - x);
y_side.Add(y);
}
i = 0;
#endregion X Points
// Tower_Lower_Connector_Width = 10.0;
//Tower_Upper_Connector_Width = 20.0;
if (Tower_Upper_Connector_Width != 0.0)
{
for (i = 0; i < y_side.Count; i++)
{
if (Tower_Upper_Connector_Width.ToString("f3") == y_side[i].ToString("f3"))
{
Upper_Connector_Index = i; break;
}
}
}
if (Tower_Lower_Connector_Width != 0.0)
{
for (i = 0; i < y_side.Count; i++)
{
if (Tower_Lower_Connector_Width.ToString("f3") == y_side[i].ToString("f3"))
{
Lower_Connector_Index = i; break;
}
}
}
JointNodeCollection jnc_1, jnc_2, jnc_3, jnc_4; // First Tower
JointNodeCollection jnc_5, jnc_6, jnc_7, jnc_8;// Second Tower
jnc_1 = new JointNodeCollection();
jnc_2 = new JointNodeCollection();
jnc_3 = new JointNodeCollection();
jnc_4 = new JointNodeCollection();
jnc_5 = new JointNodeCollection();
jnc_6 = new JointNodeCollection();
jnc_7 = new JointNodeCollection();
jnc_8 = new JointNodeCollection();
double x_dist = Tower_Base_Width + Tower_Clear_Distance;
JointNode jn = null;
#region Side 1
for (i = 0; i < y_side.Count; i++)
{
#region First Tower
jn = new JointNode();
jn.X = x_side_1[i];
jn.Y = y_side[i];
jn.Z = z_side_1[i];
jnc_1.Add(jn);
#endregion First Tower
#region Second Tower
jn = new JointNode();
jn.X = x_dist + x_side_1[i];
jn.Y = y_side[i];
jn.Z = z_side_1[i];
jnc_6.Add(jn);
#endregion Second Tower
}
#endregion Side 1
#region Side 2
for (i = 0; i < y_side.Count; i++)
{
jn = new JointNode();
jn.X = x_side_2[i];
jn.Y = y_side[i];
jn.Z = z_side_1[i];
jnc_2.Add(jn);
jn = new JointNode();
jn.X = x_dist + x_side_2[i];
jn.Y = y_side[i];
jn.Z = z_side_1[i];
jnc_5.Add(jn);
}
#endregion Side 2
#region Side 3
for (i = 0; i < y_side.Count; i++)
{
jn = new JointNode();
jn.X = x_side_1[i];
jn.Y = y_side[i];
jn.Z = z_side_2[i];
jnc_3.Add(jn);
jn = new JointNode();
jn.X = x_dist + x_side_1[i];
jn.Y = y_side[i];
jn.Z = z_side_2[i];
jnc_8.Add(jn);
}
#endregion Side 3
#region Side 4
for (i = 0; i < y_side.Count; i++)
{
jn = new JointNode();
jn.X = x_side_2[i];
jn.Y = y_side[i];
jn.Z = z_side_2[i];
jnc_4.Add(jn);
jn = new JointNode();
jn.X = x_dist + x_side_2[i];
jn.Y = y_side[i];
jn.Z = z_side_2[i];
jnc_7.Add(jn);
}
#endregion Side 4
JointNodeCollection con_jnt_1 = new JointNodeCollection();
//indx = 12;
indx = 12;
double mid_x = (x_dist + Tower_Base_Width) / 2.0;
if (Upper_Connector_Index != -1)
{
indx = Upper_Connector_Index;
#region Connector 1
#region Connector Joint 1
jn = new JointNode();
jn.X = mid_x;
jn.Y = y_side[indx];
jn.Z = z_side_2[indx];
con_jnt_1.Add(jn);
#endregion Connetor Joint 1
#region Connetor Joint 2
jn = new JointNode();
jn.X = mid_x;
jn.Y = y_side[indx];
jn.Z = z_side_1[indx];
con_jnt_1.Add(jn);
#endregion Connetor Joint 2
indx++;
#region Connetor Joint 3
jn = new JointNode();
jn.X = mid_x;
jn.Y = y_side[indx];
jn.Z = z_side_1[indx];
con_jnt_1.Add(jn);
#endregion Connetor Joint 3
#region Connetor Joint 4
jn = new JointNode();
jn.X = mid_x;
jn.Y = y_side[indx];
jn.Z = z_side_2[indx];
con_jnt_1.Add(jn);
#endregion Connetor Joint 4
#endregion Connector 1
}
indx = 5;
JointNodeCollection con_jnt_2 = new JointNodeCollection();
if (Lower_Connector_Index != -1)
{
indx = Lower_Connector_Index;
#region Connector 2
#region Connector Joint 1
jn = new JointNode();
jn.X = mid_x;
jn.Y = y_side[indx];
jn.Z = z_side_2[indx];
con_jnt_2.Add(jn);
#endregion Connetor Joint 1
#region Connetor Joint 2
jn = new JointNode();
jn.X = mid_x;
jn.Y = y_side[indx];
jn.Z = z_side_1[indx];
con_jnt_2.Add(jn);
#endregion Connetor Joint 2
indx++;
#region Connetor Joint 3
jn = new JointNode();
jn.X = mid_x;
jn.Y = y_side[indx];
jn.Z = z_side_1[indx];
con_jnt_2.Add(jn);
#endregion Connetor Joint 3
#region Connetor Joint 4
jn = new JointNode();
jn.X = mid_x;
jn.Y = y_side[indx];
jn.Z = z_side_2[indx];
con_jnt_2.Add(jn);
#endregion Connetor Joint 4
#endregion Connector 2
}
list.Add(string.Format(""));
list.Add(string.Format("ASTRA SPACE TOWER"));
list.Add(string.Format("UNIT MTON METRES"));
list.Add(string.Format("JOINT COORDINATES"));
int jnt_no = 1;
#region Joint Coordinates
foreach (var item in jnc_1)
{
item.NodeNo = jnt_no++;
list.Add(item.ToString());
}
foreach (var item in jnc_2)
{
item.NodeNo = jnt_no++;
list.Add(item.ToString());
}
foreach (var item in jnc_3)
{
item.NodeNo = jnt_no++;
list.Add(item.ToString());
}
foreach (var item in jnc_4)
{
item.NodeNo = jnt_no++;
list.Add(item.ToString());
}
foreach (var item in jnc_5)
{
item.NodeNo = jnt_no++;
list.Add(item.ToString());
}
foreach (var item in jnc_6)
{
item.NodeNo = jnt_no++;
list.Add(item.ToString());
}
foreach (var item in jnc_7)
{
item.NodeNo = jnt_no++;
list.Add(item.ToString());
}
foreach (var item in jnc_8)
{
item.NodeNo = jnt_no++;
list.Add(item.ToString());
}
foreach (var item in con_jnt_1)
{
item.NodeNo = jnt_no++;
list.Add(item.ToString());
}
foreach (var item in con_jnt_2)
{
item.NodeNo = jnt_no++;
list.Add(item.ToString());
}
#endregion Joint Coordinates
int mem_no = 1;
Member mbr = new Member();
MemberCollection m_side_1 = new MemberCollection();
List <int> sec_1 = new List <int>();
List <int> sec_2 = new List <int>();
#region Tower 1
#region Member Side 1 [1-15]
for (i = 1; i < jnc_1.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc_1[i - 1];
mbr.EndNode = jnc_1[i];
m_side_1.Add(mbr);
sec_1.Add(mem_no++);
}
#endregion Member Side 1
#region Member Side 2 [16-30]
for (i = 1; i < jnc_2.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc_2[i - 1];
mbr.EndNode = jnc_2[i];
m_side_1.Add(mbr);
sec_1.Add(mem_no++);
}
#endregion Member Side 2
#region Member Side 3 [31-45]
for (i = 1; i < jnc_3.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc_3[i - 1];
mbr.EndNode = jnc_3[i];
m_side_1.Add(mbr);
sec_1.Add(mem_no++);
}
#endregion Member Side 3
#region Member Side 4 [46-60]
for (i = 1; i < jnc_4.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc_4[i - 1];
mbr.EndNode = jnc_4[i];
m_side_1.Add(mbr);
sec_1.Add(mem_no++);
}
#endregion Member Side 4
#region Member 61-76
for (i = 0; i < jnc_1.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc_1[i];
mbr.EndNode = jnc_2[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
#endregion Member 61-76
#region Member 77-92
for (i = 0; i < jnc_3.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc_3[i];
mbr.EndNode = jnc_4[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
#endregion Member 77-92
#region Member 93-108
for (i = 0; i < jnc_3.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc_1[i];
mbr.EndNode = jnc_3[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
#endregion Member 77-92
#region Member 109-124
for (i = 0; i < jnc_2.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc_2[i];
mbr.EndNode = jnc_4[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
#endregion Member 109-124
#region Member 125-139
for (i = 1; i < jnc_1.Count; i += 2)
{
try
{
mbr = new Member();
mbr.StartNode = jnc_3[i - 1];
mbr.EndNode = jnc_1[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
mbr = new Member();
mbr.StartNode = jnc_1[i];
mbr.EndNode = jnc_3[i + 1];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
catch (Exception ex) { }
}
#endregion Member 109-124
#region Member 140-154
for (i = 1; i < jnc_2.Count; i += 2)
{
try
{
mbr = new Member();
mbr.StartNode = jnc_2[i - 1];
mbr.EndNode = jnc_4[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
mbr = new Member();
mbr.StartNode = jnc_4[i];
mbr.EndNode = jnc_2[i + 1];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
catch (Exception exx) { }
}
#endregion Member 140-154
#region Member 155-169
for (i = 1; i < jnc_3.Count; i += 2)
{
try
{
mbr = new Member();
mbr.StartNode = jnc_4[i - 1];
mbr.EndNode = jnc_3[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
mbr = new Member();
mbr.StartNode = jnc_3[i];
mbr.EndNode = jnc_4[i + 1];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
catch (Exception exx) { }
}
#endregion Member 155-169
#region Member 170-184
for (i = 1; i < jnc_1.Count; i += 2)
{
try
{
mbr = new Member();
mbr.StartNode = jnc_1[i - 1];
mbr.EndNode = jnc_2[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
mbr = new Member();
mbr.StartNode = jnc_2[i];
mbr.EndNode = jnc_1[i + 1];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
catch (Exception exx) { }
}
#endregion Member 155-169
#endregion Tower 1
#region Tower 2
#region Member Side 1 [185-199]
JointNodeCollection jnc = jnc_5;
for (i = 1; i < jnc.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc[i - 1];
mbr.EndNode = jnc[i];
m_side_1.Add(mbr);
sec_1.Add(mem_no++);
}
#endregion Member Side 1
#region Member Side 2 [200-214]
jnc = jnc_6;
for (i = 1; i < jnc.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc[i - 1];
mbr.EndNode = jnc[i];
m_side_1.Add(mbr);
sec_1.Add(mem_no++);
}
#endregion Member Side 2
#region Member Side 3 [215-229]
jnc = jnc_7;
for (i = 1; i < jnc.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc[i - 1];
mbr.EndNode = jnc[i];
m_side_1.Add(mbr);
sec_1.Add(mem_no++);
}
#endregion Member Side 3
#region Member Side 4 [230-244]
jnc = jnc_8;
for (i = 1; i < jnc.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc[i - 1];
mbr.EndNode = jnc[i];
m_side_1.Add(mbr);
sec_1.Add(mem_no++);
}
#endregion Member Side 4
#region Member 245-260
for (i = 0; i < jnc_5.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc_5[i];
mbr.EndNode = jnc_6[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
#endregion Member 61-76
#region Member 261-276
for (i = 0; i < jnc_7.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc_7[i];
mbr.EndNode = jnc_8[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
#endregion Member 77-92
#region Member 277-292
for (i = 0; i < jnc_7.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc_5[i];
mbr.EndNode = jnc_7[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
#endregion Member 77-92
#region Member 293-308
for (i = 0; i < jnc_6.Count; i++)
{
mbr = new Member();
mbr.StartNode = jnc_6[i];
mbr.EndNode = jnc_8[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
#endregion Member 109-124
#region Member 309-323
for (i = 1; i < jnc_5.Count; i += 2)
{
try
{
mbr = new Member();
mbr.StartNode = jnc_7[i - 1];
mbr.EndNode = jnc_5[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
mbr = new Member();
mbr.StartNode = jnc_5[i];
mbr.EndNode = jnc_7[i + 1];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
catch (Exception exx) { }
}
#endregion Member 109-124
#region Member 324-338
for (i = 1; i < jnc_6.Count; i += 2)
{
try
{
mbr = new Member();
mbr.StartNode = jnc_6[i - 1];
mbr.EndNode = jnc_8[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
mbr = new Member();
mbr.StartNode = jnc_8[i];
mbr.EndNode = jnc_6[i + 1];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
catch (Exception exx) { }
}
#endregion Member 140-154
#region Member 339-353
for (i = 1; i < jnc_7.Count; i += 2)
{
try
{
mbr = new Member();
mbr.StartNode = jnc_8[i - 1];
mbr.EndNode = jnc_7[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
mbr = new Member();
mbr.StartNode = jnc_7[i];
mbr.EndNode = jnc_8[i + 1];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
catch (Exception exx) { }
}
#endregion Member 155-169
#region Member 354-368
for (i = 1; i < jnc_5.Count; i += 2)
{
try
{
mbr = new Member();
mbr.StartNode = jnc_5[i - 1];
mbr.EndNode = jnc_6[i];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
mbr = new Member();
mbr.StartNode = jnc_6[i];
mbr.EndNode = jnc_5[i + 1];
m_side_1.Add(mbr);
sec_2.Add(mem_no++);
}
catch (Exception exx) { }
}
#endregion Member 155-169
#endregion Tower 2
MemberCollection m_conn = new MemberCollection();
if (Upper_Connector_Index != -1)
{
#region Connector 1
indx = Upper_Connector_Index;
mbr = new Member();
mbr.StartNode = jnc_4[indx];
mbr.EndNode = con_jnt_1[0];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = jnc_2[indx];
mbr.EndNode = con_jnt_1[1];
m_conn.Add(mbr);
indx++;
mbr = new Member();
mbr.StartNode = jnc_2[indx];
mbr.EndNode = con_jnt_1[2];
m_conn.Add(mbr);
//indx++;
mbr = new Member();
mbr.StartNode = jnc_4[indx];
mbr.EndNode = con_jnt_1[3];
m_conn.Add(mbr);
//indx = 12;
indx = Upper_Connector_Index;
mbr = new Member();
mbr.StartNode = jnc_8[indx];
mbr.EndNode = con_jnt_1[0];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = jnc_6[indx];
mbr.EndNode = con_jnt_1[1];
m_conn.Add(mbr);
indx++;
mbr = new Member();
mbr.StartNode = jnc_6[indx];
mbr.EndNode = con_jnt_1[2];
m_conn.Add(mbr);
//indx++;
mbr = new Member();
mbr.StartNode = jnc_8[indx];
mbr.EndNode = con_jnt_1[3];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = con_jnt_1[0];
mbr.EndNode = con_jnt_1[3];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = con_jnt_1[1];
mbr.EndNode = con_jnt_1[2];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = con_jnt_1[0];
mbr.EndNode = con_jnt_1[1];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = con_jnt_1[2];
mbr.EndNode = con_jnt_1[3];
m_conn.Add(mbr);
//indx = 12;
indx = Upper_Connector_Index;
mbr = new Member();
mbr.StartNode = jnc_4[indx];
mbr.EndNode = con_jnt_1[3];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = con_jnt_1[3];
mbr.EndNode = jnc_8[indx];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = jnc_2[indx + 1];
mbr.EndNode = con_jnt_1[1];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = con_jnt_1[1];
mbr.EndNode = jnc_6[indx + 1];
m_conn.Add(mbr);
#endregion Connector
}
if (Lower_Connector_Index != -1)
{
#region Connector 2
//MemberCollection m_conn = new MemberCollection();
//indx = 5;
indx = Lower_Connector_Index;
mbr = new Member();
mbr.StartNode = jnc_4[indx];
mbr.EndNode = con_jnt_2[0];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = jnc_2[indx];
mbr.EndNode = con_jnt_2[1];
m_conn.Add(mbr);
indx++;
mbr = new Member();
mbr.StartNode = jnc_2[indx];
mbr.EndNode = con_jnt_2[2];
m_conn.Add(mbr);
//indx++;
mbr = new Member();
mbr.StartNode = jnc_4[indx];
mbr.EndNode = con_jnt_2[3];
m_conn.Add(mbr);
//indx = 5;
indx = Lower_Connector_Index;
mbr = new Member();
mbr.StartNode = jnc_8[indx];
mbr.EndNode = con_jnt_2[0];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = jnc_6[indx];
mbr.EndNode = con_jnt_2[1];
m_conn.Add(mbr);
indx++;
mbr = new Member();
mbr.StartNode = jnc_6[indx];
mbr.EndNode = con_jnt_2[2];
m_conn.Add(mbr);
//indx++;
mbr = new Member();
mbr.StartNode = jnc_8[indx];
mbr.EndNode = con_jnt_2[3];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = con_jnt_2[0];
mbr.EndNode = con_jnt_2[3];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = con_jnt_2[1];
mbr.EndNode = con_jnt_2[2];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = con_jnt_2[0];
mbr.EndNode = con_jnt_2[1];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = con_jnt_2[2];
mbr.EndNode = con_jnt_2[3];
m_conn.Add(mbr);
//indx = 5;
indx = Lower_Connector_Index;
mbr = new Member();
mbr.StartNode = jnc_4[indx];
mbr.EndNode = con_jnt_2[3];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = con_jnt_2[3];
mbr.EndNode = jnc_8[indx];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = jnc_2[indx + 1];
mbr.EndNode = con_jnt_2[1];
m_conn.Add(mbr);
mbr = new Member();
mbr.StartNode = con_jnt_2[1];
mbr.EndNode = jnc_6[indx + 1];
m_conn.Add(mbr);
#endregion Connector
}
mem_no = 1;
#region MEMBER INCIDENCES
list.Add("MEMBER INCIDENCES");
foreach (var item in m_side_1)
{
item.MemberNo = mem_no++;
list.Add(item.ToString());
}
foreach (var item in m_conn)
{
sec_2.Add(mem_no);
item.MemberNo = mem_no++;
list.Add(item.ToString());
}
#endregion MEMBER INCIDENCES
#region MEMBER PROPERTY
list.Add(string.Format("UNIT KG CM"));
list.Add(string.Format("MEMBER PROPERTY"));
//list.Add(string.Format("{0} PRISMATIC AX 7.44 IX 11.7 IY 11.7 IZ 11.7", MyList.Get_Array_Text(sec_2)));
//list.Add(string.Format("{0} PRISMATIC AX 68.81 IX 1046.5 IY 1046.5 IZ 1046.5", MyList.Get_Array_Text(sec_1)));
//list.Add(string.Format("{0} PRISMATIC AX {1} IX {2} IY {3} IZ {4}", MyList.Get_Array_Text(sec_1), Tower_SEC_VS_AX, Tower_SEC_VS_IX, Tower_SEC_VS_IX, Tower_SEC_VS_IZ));
//list.Add(string.Format("{0} PRISMATIC AX {1} IX {2} IY {3} IZ {4}", MyList.Get_Array_Text(sec_2), Tower_SEC_BS_AX, Tower_SEC_BS_IX, Tower_SEC_BS_IX, Tower_SEC_BS_IZ));
//list.Add(string.Format("{0} PRISMATIC AX 68.81 IX 1046.5 IY 1046.5 IZ 1046.5", MyList.Get_Array_Text(sec_1)));
list.Add(string.Format("{0} PRISMATIC AX {1} IX {2} IZ {3}", MyList.Get_Array_Text(sec_1), Tower_SEC_VS_AX, Tower_SEC_VS_IX, Tower_SEC_VS_IZ));
list.Add(string.Format("{0} PRISMATIC AX {1} IX {2} IZ {3}", MyList.Get_Array_Text(sec_2), Tower_SEC_BS_AX, Tower_SEC_BS_IX, Tower_SEC_BS_IZ));
#endregion MEMBER PROPERTY
#region CONSTANTS & Others
List <int> supp = new List <int>();
supp.Add(jnc_1[0].NodeNo);
supp.Add(jnc_2[0].NodeNo);
supp.Add(jnc_3[0].NodeNo);
supp.Add(jnc_4[0].NodeNo);
supp.Add(jnc_5[0].NodeNo);
supp.Add(jnc_6[0].NodeNo);
supp.Add(jnc_7[0].NodeNo);
supp.Add(jnc_8[0].NodeNo);
string supp_jnts = MyList.Get_Array_Text(supp);
List <int> dl = new List <int>();
indx = jnc_1.Count - 1;
dl.Add(jnc_1[indx].NodeNo);
dl.Add(jnc_2[indx].NodeNo);
dl.Add(jnc_3[indx].NodeNo);
dl.Add(jnc_4[indx].NodeNo);
dl.Add(jnc_5[indx].NodeNo);
dl.Add(jnc_6[indx].NodeNo);
dl.Add(jnc_7[indx].NodeNo);
dl.Add(jnc_8[indx].NodeNo);
string dl_jnts = MyList.Get_Array_Text(dl);
list.Add(string.Format("UNIT KG CM"));
list.Add(string.Format("MATERIAL CONSTANT"));
list.Add(string.Format("E 2000000 ALL"));
list.Add(string.Format("DEN 78 ALL"));
list.Add(string.Format("SUPPORTS"));
//list.Add(string.Format("1 17 33 49 65 81 97 113 FIXED"));
list.Add(string.Format("{0} FIXED", supp_jnts));
//list.Add(string.Format("SELFWEIGHT Y -1.4"));
list.Add(string.Format("UNIT MTON M"));
list.Add(string.Format("LOAD 1 LIVE LOAD"));
list.Add(string.Format("JOINT LOAD"));
list.Add(string.Format("{0} FY -{1}", dl_jnts, Tower_Live_Load));
list.Add(string.Format("LOAD 2 DEAD LOAD"));
list.Add(string.Format("JOINT LOAD"));
list.Add(string.Format("{0} FY -{1}", dl_jnts, Tower_Dead_Load));
list.Add(string.Format("SEISMIC COEEFICIENT {0}", Tower_Seismic_Coefficient));
list.Add(string.Format("PRINT SUPPORT REACTION"));
list.Add(string.Format("PERFORM ANALYSIS"));
list.Add(string.Format("FINISH"));
list.Add(string.Format(""));
#endregion CONSTANTS
File.WriteAllLines(file_name, list.ToArray());
return(true);
}
