private void Set_Auto_Serial()
{
double dd = 0.0;
try
{
if (dgv_loads.RowCount > 1)
{
for (int i = 0; i < dgv_loads.RowCount - 1; i++)
{
if (i == 0)
{
dgv_loads[2, 0].ReadOnly = true;
dgv_loads[2, 0].Style.BackColor = Color.DarkKhaki;
dgv_loads[2, 0].Value = "";
}
else
{
dgv_loads[2, i].ReadOnly = false;
dgv_loads[2, i].Style.BackColor = Color.White;
//dgv_loads[2, i].Value = "";
}
dgv_loads[0, i].Value = (i + 1);
dd += MyStrings.StringToDouble(dgv_loads[2, i].Value.ToString(), 0.0);
}
txt_load_distance.Text = dd.ToString("f3");
}
}
catch (Exception ex) { }
}
private void SetValues()
{
try
{
slb02.D1 = MyStrings.StringToDouble(txt_d1.Text, 0);
slb02.D2 = MyStrings.StringToDouble(txt_d2.Text, 0);
slb02.Ads = MyStrings.StringToDouble(txt_Ads.Text, 0);
slb02.Alpha = MyStrings.StringToDouble(txt_alpha.Text, 0);
slb02.B = MyStrings.StringToDouble(txt_B.Text, 0);
slb02.Beta = MyStrings.StringToDouble(txt_beta.Text, 0);
slb02.Delta = MyStrings.StringToDouble(txt_delta.Text, 0);
slb02.Gamma = MyStrings.StringToDouble(txt_gamma.Text, 0);
slb02.H1 = MyStrings.StringToDouble(txt_h1.Text, 0);
slb02.H2 = MyStrings.StringToDouble(txt_h2.Text, 0);
slb02.L = MyStrings.StringToDouble(txt_L.Text, 0);
slb02.Lamda = MyStrings.StringToDouble(txt_lamda.Text, 0);
slb02.LL = MyStrings.StringToDouble(txt_LL.Text, 0);
slb02.Sigma_ck = MyStrings.StringToDouble(txt_sigma_ck.Text, 0);
slb02.Sigma_y = MyStrings.StringToDouble(txt_sigma_y.Text, 0);
slb02.Tc = MyStrings.StringToDouble(txt_Tc.Text, 0);
slb02.Slab_Load = MyStrings.StringToDouble(txt_slab_load.Text, 0);
slb02.CalculateMethod();
}
catch (Exception ex) { }
}
private void btn_get_beams_Click(object sender, EventArgs e)
{
double d = MyStrings.StringToDouble(cmb_flr_lvl.Text, 0.0);
Draw_Floor_Layout(d);
//Get_Beams();
panel1.Visible = true;
}
private void btn_mload_add_Click(object sender, EventArgs e)
{
string kStr = "";
kStr = txt_mnos_uni.Text.Replace(',', ' ');
kStr = kStr + " " + cmb_mload_type.Text;
kStr = kStr + " " + cmb_mload_dir.Text;
double dval = 0.0;
dval = MyStrings.StringToDouble(txt_mload_val.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr + " " + dval.ToString("f3");
}
dval = MyStrings.StringToDouble(txt_mload_d1.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr + " " + dval.ToString("f3");
}
dval = MyStrings.StringToDouble(txt_mload_d2.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr + " " + dval.ToString("f3");
}
ASTRA_Data.Add(kStr);
if (Node != null)
{
if (btn_mload_add.Text == "Change")
{
Node.Text = kStr;
this.Close();
}
else
{
Node.Nodes.Add(kStr);
//Node.Expand();
Node.ExpandAll();
}
}
else
{
this.Close();
}
}
public void InitializeData()
{
#region USER DATA INPUT
try
{
HFL = MyStrings.StringToDouble(txt_HFL.Text, 0.0);
LWL = MyStrings.StringToDouble(txt_LWL.Text, 0.0);
LBL = MyStrings.StringToDouble(txt_LBL.Text, 0.0);
SDO = MyStrings.StringToDouble(txt_SDO.Text, 0.0);
V1 = MyStrings.StringToDouble(txt_V1.Text, 0.0);
S = MyStrings.StringToDouble(txt_S.Text, 0.0);
n = MyStrings.StringToDouble(txt_n.Text, 0.0);
F1 = MyStrings.StringToDouble(txt_F1.Text, 0.0);
L = MyStrings.StringToDouble(txt_L.Text, 0.0);
Ksb = MyStrings.StringToDouble(txt_Ksb.Text, 0.0);
F2 = MyStrings.StringToDouble(txt_F2.Text, 0.0);
lst_dist.Clear();
lst_reduce_lvl.Clear();
double d = 0d;
for (int i = 0; i < dgvRiver.RowCount - 1; i++)
{
if (dgvRiver[1, i].Value != null &&
double.TryParse(dgvRiver[1, i].Value.ToString(), out d))
{
lst_dist.Add(d);
}
if (dgvRiver[2, i].Value != null &&
double.TryParse(dgvRiver[2, i].Value.ToString(), out d))
{
lst_reduce_lvl.Add(d);
}
}
HR_COL = new HR_Table_Collection(HFL, lst_dist[0], lst_reduce_lvl[0]);
for (int i = 1; i < lst_dist.Count; i++)
{
HR_COL.Add(lst_dist[i], lst_reduce_lvl[i]);
}
A = HR_COL.A;
P = HR_COL.P;
}
catch (Exception ex)
{
MessageBox.Show("ERROR! Read from user input. \n" + ex.ToString());
}
#endregion
}
private void btn_lload_add_Click(object sender, EventArgs e)
{
string kStr = "";
kStr = txt_mnos_lin.Text.Replace(',', ' ');
kStr = kStr + " LIN ";
kStr = kStr + " " + cmb_lload_dir.Text;
double dval = 0.0;
dval = MyStrings.StringToDouble(txt_lload_start.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr + " " + dval.ToString("f3");
}
dval = MyStrings.StringToDouble(txt_lload_end.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr + " " + dval.ToString("f3");
}
if (ASTRA_Data.Contains(kStr))
{
ASTRA_Data.Remove(kStr);
}
ASTRA_Data.Add(kStr);
if (btn_lload_add.Text == "Change")
{
Node.Text = kStr;
this.Close();
}
else
{
if (Node != null)
{
Node.Nodes.Add(kStr);
//Node.Expand();
Node.ExpandAll();
}
else
{
this.Close();
}
}
}
private void btn_add_Click(object sender, EventArgs e)
{
LDC.LoadNo = MyStrings.StringToInt(txt_load_no.Text, 0);
LDC.Name = txt_load_name.Text;
LDC.LoadCases.Clear();
LDC.Factors.Clear();
for (int i = 0; i < dgv_combinations.RowCount; i++)
{
LDC.LoadCases.Add(MyStrings.StringToInt(dgv_combinations[0, i].Value.ToString().ToUpper().Replace("LOAD CASE ", ""), 0));
LDC.Factors.Add(MyStrings.StringToDouble(dgv_combinations[1, i].Value.ToString(), 0));
}
LDC.Set_Combination();
this.Close();
}
private void btn_add_Click(object sender, EventArgs e)
{
LLD = new LiveLoad();
MyStrings mlist = new MyStrings(cmb_Ana_load_type.Text, ':');
LLD.Type = MyStrings.StringToInt(mlist.StringList[0].Replace("TYPE ", ""), 0);
LLD.X_Distance = MyStrings.StringToDouble(txt_Ana_X.Text, 0.0);
LLD.Y_Distance = MyStrings.StringToDouble(txt_Ana_DL_Y.Text, 0.0);
LLD.Z_Distance = MyStrings.StringToDouble(txt_Ana_DL_Z.Text, 0.0);
LLD.X_Increment = MyStrings.StringToDouble(txt_XINCR.Text, 0.0);
LLD.Impact_Factor = MyStrings.StringToDouble(txt_Load_Impact.Text, 1.0);
this.Close();
}
public void Draw_Joints()
{
//Clear_All();
ASTRADoc astdoc;
//astdoc = new ASTRADoc(iACad.AstraDocument);
astdoc = (iACad.AstraDocument);
astdoc.Joints.Clear();
for (int i = 0; i < DGV.Rows.Count; i++)
{
JointCoordinate jn = new JointCoordinate();
DGV[0, i].Value = i + 1;
//jn.NodeNo = MyList.StringToInt(DGV[0, i].Value.ToString(), 0);
jn.NodeNo = MyStrings.StringToInt(DGV[0, i].Value.ToString(), 0);
jn.Point.x = MyStrings.StringToDouble(DGV[1, i].Value.ToString(), 0.0);
jn.Point.y = MyStrings.StringToDouble(DGV[2, i].Value.ToString(), 0.0);
jn.Point.z = MyStrings.StringToDouble(DGV[3, i].Value.ToString(), 0.0);
astdoc.Joints.Add(jn);
}
//iACad.Document.ActiveLayOut.Entities.EraseAll();
foreach (var item in iACad.Document.ActionLayout.Entities)
{
if (item is vdFigure)
{
vdFigure vf = item as vdFigure;
if (vf.Layer.Name == "Nodes")
{
vf.Deleted = true;
}
}
}
iACad.Document.Redraw(true);
astdoc.Joints.DrawJointsText(iACad.Document, 0.3);
//iACad.AstraDocument = astdoc;
//AST_DOC.Members.DrawMember(VDoc);
//AST_DOC.Elements.DrawElements(VDoc);
//AST_DOC.Supports.DrawSupport(VDoc);
}
private void btn_new_Click(object sender, EventArgs e)
{
string txt_loads = "";
string txt_distances = "";
for (int i = 0; i < dgv_loads.RowCount - 1; i++)
{
txt_loads += dgv_loads[1, i].Value + " ";
txt_distances += dgv_loads[2, i].Value + " ";
}
MLD = new MovingLoadData();
MLD.Type = MyStrings.StringToInt(txt_type.Text, 0);
MLD.Name = txt_lm.Text;
MLD.Loads = txt_loads;
MLD.Distances = txt_distances;
MLD.LoadWidth = MyStrings.StringToDouble(txt_load_width.Text, 0);
//Load
this.Close();
}
private void btn_aload_Click(object sender, EventArgs e)
{
string kStr = "";
kStr = txt_mnos.Text.Replace(',', ' ');
kStr = kStr + " PRESSURE ";
double dval = 0.0;
dval = MyStrings.StringToDouble(txt_aload_val.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr + " " + dval.ToString("f3");
}
else
{
return;
}
ASTRA_Data.Add(kStr);
if (Node != null)
{
if (btn_aload_add.Text == "Change")
{
Node.Text = kStr;
this.Close();
}
else
{
Node.Nodes.Add(kStr);
Node.ExpandAll();
}
}
else
{
this.Close();
}
}
private void btn_jload_add_Click(object sender, EventArgs e)
{
string kStr = "";
kStr = txt_joint_number.Text.Replace(',', ' ');
double dval = 0.0;
dval = MyStrings.StringToDouble(txt_init_temp.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr + " TEMP " + dval.ToString("f3");
}
dval = MyStrings.StringToDouble(txt_final_temp.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr + " " + dval.ToString("f3");
}
ASTRA_Data.Add(kStr);
if (Node != null)
{
if (btn_jload_add.Text == "Change")
{
Node.Text = kStr;
this.Close();
}
else
{
Node.Nodes.Add(kStr);
Node.ExpandAll();
}
}
else
{
this.Close();
}
}
public void setArea()
{
if (rbtn_dimension.Checked)
{
double b, d, ix, iy, iz, area, id, od;
area = b = d = ix = iy = iz = id = od = 0;
b = MyStrings.StringToDouble(txt_YD.Text, 0.0);
d = MyStrings.StringToDouble(txt_ZD.Text, 0.0);
id = 0.0d;
od = 0.0d;
if (b != 0.0 && d != 0.0)
{
area = b * d;
ix = (b * d * d * d) / 12;
iy = (d * b * b * b) / 12;
iz = ix + iy;
}
else
{
area = (((Math.PI * od * od) / 4) - ((Math.PI * id * id) / 4));
ix = ((Math.PI / 64) * ((od * od * od * od) - (id * id * id * id)));
iy = ix;
iz = ix + iy;
}
//txt_AX.Text = area.ToString("0.000");
//txt_IX.Text = ix.ToString("0.000");
//txt_IY.Text = iy.ToString("0.000");
//txt_IZ.Text = iz.ToString("0.000");
//txt_AX.Text = area.ToString("0.000");
//txt_IX.Text = ix.ToString("0.000");
//txt_IY.Text = iy.ToString("0.000");
//txt_IZ.Text = iz.ToString("0.000");
}
}
private void txt_pri_inc_TextChanged(object sender, EventArgs e)
{
txt_ele_inc.Text = (MyStrings.StringToDouble(txt_pri_inc.Text, 0.0) * 5).ToString("0.00");
txt_sec_inc.Text = (MyStrings.StringToDouble(txt_pri_inc.Text, 0.0) * 5).ToString("0.00");
}
public void Add_Structure_Joint_Load()
{
MemberIncidenceCollection all_beams = new MemberIncidenceCollection();
List <double> floors = new List <double>();
if (iACad.AstraDocument.Members.Count > 0)
{
foreach (var item in iACad.AstraDocument.Members)
{
if (item.StartNode.Y == item.EndNode.Y)
{
all_beams.Add(item);
if (!floors.Contains(item.EndNode.Y))
{
floors.Add(item.EndNode.Y);
}
}
}
}
List <JointWeight> JointWeights = new List <JointWeight>();
List <int> joints = new List <int>();
floors.Sort();
double wght = 0.0;
int indx = 0;
double factor = MyStrings.StringToDouble(txt_factor.Text, 0.8);
double unit_wt_wall = MyStrings.StringToDouble(txt_wall_uwgt.Text, 0.8);
foreach (var item in all_beams)
{
JointWeight jw = new JointWeight();
jw.JointNo = item.StartNode.NodeNo;
indx = floors.IndexOf(item.StartNode.Y);
wght = 0.0;
//double unit_wt_wall = 19.2;
if (indx != -1)
{
if (indx + 1 < floors.Count)
{
if (item.Property == null)
{
MessageBox.Show("Member Property is not defined for Member No "
+ item.MemberNo, "ASTRA", MessageBoxButtons.OK);
return;
}
else
{
wght = item.Property.YD * item.Length * (floors[indx + 1] - floors[indx]) * unit_wt_wall;
}
}
//wght = item.Property.ZD * item.Length * (floors[indx + 1] - floors[indx]) * 24.0;
}
if (wght != 0.0)
{
wght = wght * factor;
jw = new JointWeight();
jw.JointNo = item.StartNode.NodeNo;
jw.Weight = wght / 2;
JointWeights.Add(jw);
if (!joints.Contains(jw.JointNo))
{
joints.Add(jw.JointNo);
}
jw = new JointWeight();
jw.JointNo = item.EndNode.NodeNo;
jw.Weight = wght / 2;
JointWeights.Add(jw);
if (!joints.Contains(jw.JointNo))
{
joints.Add(jw.JointNo);
}
}
}
//List<JointWeight> FinalWeights = new List<JointWeight>();
JointWeight jwt = null;
jwt = null;
dgv_str_jnt_wgt.Rows.Clear();
for (int j = 0; j < joints.Count; j++)
{
jwt = new JointWeight(joints[j], 0.0);
//FinalWeights.Add(jwt);
for (int i = 0; i < JointWeights.Count; i++)
{
if (jwt.JointNo == JointWeights[i].JointNo)
{
jwt.Weight += JointWeights[i].Weight;
}
}
dgv_str_jnt_wgt.Rows.Add(jwt.JointNo, jwt.Weight.ToString("f3"));
//Node.Nodes.Add(jwt.ToString());
ASTRA_Data.Add(jwt.ToString());
}
txt_joint_number.Text = "";
//FinalWeights.Add(jwt);
//Node.Nodes.Add(jwt.ToString());
}
private void btn_jload_add_Click(object sender, EventArgs e)
{
string kStr = "";
kStr = txt_joint_number.Text.Replace(',', ' ');
double dval = 0.0;
dval = MyStrings.StringToDouble(txt_fy.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr.Trim() + " WEIGHT " + dval.ToString("f3").Trim();
}
if (kStr != "")
{
ASTRA_Data.Add(kStr);
}
if (Node != null)
{
if (btn_jload_add.Text == "Change")
{
Node.Text = kStr;
this.Close();
}
else
{
if (kStr == "")
{
Node.Nodes.Clear();
ASTRA_Data.Clear();
if (dgv_str_jnt_wgt.Rows.Count > 1)
{
for (int i = 0; i < dgv_str_jnt_wgt.Rows.Count - 1; i++)
{
kStr = dgv_str_jnt_wgt[0, i].Value.ToString() +
" WEIGHT " + dgv_str_jnt_wgt[1, i].Value.ToString();
ASTRA_Data.Add(kStr);
}
foreach (var item in ASTRA_Data)
{
Node.Nodes.Add(item);
}
}
}
else
{
Node.Nodes.Add(kStr);
}
//Node.Nodes.Add(kStr);
Node.ExpandAll();
}
}
else
{
this.Close();
}
}
public void RunThread()
{
Design_Summary = new List <string>();
List <string> BOQ_Summary = new List <string>();
List <string> list = new List <string>();
#region TechSOFT Banner
list.Add("");
list.Add("");
list.Add("\t\t**********************************************");
list.Add("\t\t* ASTRA Pro Release 18.0 *");
list.Add("\t\t* TechSOFT Engineering Services *");
list.Add("\t\t* *");
list.Add("\t\t* DESIGN OF RCC FLANGED BEAM *");
list.Add("\t\t* *");
list.Add("\t\t**********************************************");
list.Add("\t\t----------------------------------------------");
list.Add("\t\tTHIS RESULT CREATED ON " + System.DateTime.Now.ToString("dd.MM.yyyy AT HH:mm:ss") + " ");
list.Add("\t\t----------------------------------------------");
list.Add("");
list.Add("");
#endregion
list.Add(string.Format(""));
list.Add(string.Format(""));
list.Add(string.Format("(Design Standard : BS 8110 / IS 456)"));
list.Add(string.Format(""));
int c = 0;
int step = 1;
MovingLoadAnalysis.frm_ProgressBar.ON("Member Analysis....");
for (int i = 0; i < dgv_beams.RowCount; i++)
{
MovingLoadAnalysis.frm_ProgressBar.SetValue(i, dgv_beams.RowCount);
try
{
c = 1;
BeamData bd = new BeamData();
bd.IsSelect = (bool)dgv_beams[c++, i].Value;
if (bd.IsSelect)
{
Set_Grid_Color(i);
c++;
bd.BeamNos = dgv_beams[c++, i].Value.ToString();
bd.Continuous_BeamMembers = dgv_beams[c++, i].Value.ToString();
bd.Breadth = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
bd.Depth = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
bd.d1 = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
bd.d2 = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
bd.d3 = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
bd.d4 = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
//bd.d5 = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
//bd.d6 = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
beamDes.Shear_Bar_dia = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
bd.AM1 = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
bd.AM2 = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
bd.AM3 = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
bd.AM4 = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
bd.AV1 = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
bd.AV2 = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
bd.AV3 = MyStrings.StringToDouble(dgv_beams[c++, i].Value.ToString(), 0.0);
//All_Beam_Data.Add(bd);
beamDes.Beam_Title = bd.BeamNos;
beamDes.Beam_Nos = bd.Continuous_BeamMembers;
beamDes.Bar_dia1 = bd.d1;
beamDes.Bar_dia2 = bd.d2;
beamDes.Bar_dia3 = bd.d3;
beamDes.Bar_dia4 = bd.d4;
//beamDes.Bar_dia5 = bd.d5;
//beamDes.Bar_dia6 = bd.d6;
beamDes.AM1 = bd.AM1;
beamDes.AM2 = bd.AM2;
beamDes.AM3 = bd.AM3;
beamDes.AM4 = bd.AM4;
beamDes.AV1 = bd.AV1;
beamDes.AV2 = bd.AV2;
beamDes.AV3 = bd.AV3;
beamDes.D = bd.Depth * 1000;
beamDes.bw = bd.Breadth * 1000;
if (beamDes.BOQ == null)
{
beamDes.BOQ = new Beam_BOQ();
}
beamDes.BOQ.Section_B = bd.Breadth;
beamDes.BOQ.Section_D = bd.Depth;
beamDes.BOQ.Area = bd.Depth * bd.Breadth;
//list.AddRange(beamDes.Design_Program_Loop(step++).ToArray());
list.AddRange(beamDes.Design_Program_Loop(i + 1).ToArray());
Design_Summary.Add(string.Format("-------------------------------------"));
Design_Summary.Add(string.Format("BEAM = {0}, FLOOR LEVEL = {1:f3} M", beamDes.Beam_Title, beamDes.BOQ.Floor_ELevation));
Design_Summary.Add(string.Format("CONTINUOUS MEMBERS = {0}", beamDes.Beam_Nos));
Design_Summary.AddRange(beamDes.Design_Summary.ToArray());
Design_Summary.Add(string.Format("-------------------------------------"));
BOQ_Summary.Add(string.Format("-------------------------------------"));
BOQ_Summary.Add(string.Format("BEAM = {0}, FLOOR LEVEL = {1:f3} M", beamDes.Beam_Title, beamDes.BOQ.Floor_ELevation));
BOQ_Summary.Add(string.Format("CONTINUOUS MEMBERS = {0}", beamDes.Beam_Nos));
BOQ_Summary.AddRange(beamDes.BOQ_Summary.ToArray());
BOQ_Summary.Add(string.Format("-------------------------------------"));
//beamDes.Calculate_Program_Loop();
dgv_beams[c++, i].Value = beamDes.IS_DESIGN_OK ? "OK" : "NOT OK";
Set_Grid_Color(i, true, beamDes.IS_DESIGN_OK);
Add_Beam_BOQ(beamDes.BOQ);
}
//else
// Set_Grid_Color(i);
}
catch (Exception exx) { }
}
MovingLoadAnalysis.frm_ProgressBar.OFF();
list.Add(string.Format(""));
list.Add(string.Format("-------------------------------------"));
list.Add(string.Format("TABLE 1 : PERMISSIBLE_SHEAR_STRESS"));
list.Add(string.Format("-------------------------------------"));
list.Add(string.Format(""));
list.AddRange(Tables.Get_File_Permissible_Shear_Stress().ToArray());
#region End of Report
list.Add("");
list.Add("---------------------------------------------------------------------------");
list.Add("--------------------- END OF REPORT --------------------------");
list.Add("---------------------------------------------------------------------------");
#endregion End of Report
File.WriteAllLines(beamDes.Report_File, list.ToArray());
string des_sum = Path.Combine(Path.GetDirectoryName(beamDes.Get_Report_File(1)), "BEAM_DESIGN_SUMMARY.TXT");
File.WriteAllLines(des_sum, Design_Summary.ToArray());
des_sum = Path.Combine(Path.GetDirectoryName(beamDes.Get_Report_File(1)), "BEAM_BOQ_SUMMARY.TXT");
File.WriteAllLines(des_sum, BOQ_Summary.ToArray());
}
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;
mi = AST_DOC.Members.Get_Member(item[0]);
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);
dgv_beams.Rows.Add(cnt++, true, mi.EndNode.Y.ToString("f4"), "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;
#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;
//}
}
public void RunThread()
{
List <string> list = new List <string>();
#region TechSOFT Banner
list.Add("");
list.Add("");
list.Add("\t\t**********************************************");
list.Add("\t\t* ASTRA Pro Release 18.0 *");
list.Add("\t\t* TechSOFT Engineering Services *");
list.Add("\t\t* *");
list.Add("\t\t* DESIGN OF RCC COLUMN *");
list.Add("\t\t* *");
list.Add("\t\t**********************************************");
list.Add("\t\t----------------------------------------------");
list.Add("\t\tTHIS RESULT CREATED ON " + System.DateTime.Now.ToString("dd.MM.yyyy AT HH:mm:ss") + " ");
list.Add("\t\t----------------------------------------------");
list.Add("");
#endregion
int c = 0;
int step = 1;
string ColumnNos = "";
Design_Summary = new List <string>();
//int c = 0;
for (int i = 0; i < dgv_columns.RowCount; i++)
{
try
{
c = 0;
ColumnData cd = new ColumnData();
cd.IsSelect = (bool)dgv_columns[c++, i].Value;
if (cd.IsSelect)
{
Set_Grid_Color(i);
cd.ColumnNos = dgv_columns[c++, i].Value.ToString();
if (MessageBox.Show("Process Design Column " + cd.ColumnNos + " \n\nDo you want to continue ?", "ASTRA", MessageBoxButtons.YesNo, MessageBoxIcon.Question) == DialogResult.No)
{
break;
}
cd.Continuous_ColumnMembers = dgv_columns[c, i].Value.ToString(); c++;
cd.Breadth = MyStrings.StringToDouble(dgv_columns[c, i].Value.ToString(), 0.0); c++;
cd.Depth = MyStrings.StringToDouble(dgv_columns[c, i].Value.ToString(), 0.0); c++;
cd.Main_Bar_dia = MyStrings.StringToDouble(dgv_columns[c, i].Value.ToString(), 0.0); c++;
cd.Bar_Nos = MyStrings.StringToDouble(dgv_columns[c, i].Value.ToString(), 0.0); c++;
cd.Tie_Bar_Dia = MyStrings.StringToDouble(dgv_columns[c, i].Value.ToString(), 0.0); c++;
cd.Pu = MyStrings.StringToDouble(dgv_columns[c, i].Value.ToString(), 0.0); c++;
cd.Mux = MyStrings.StringToDouble(dgv_columns[c, i].Value.ToString(), 0.0); c++;
cd.Muy = MyStrings.StringToDouble(dgv_columns[c, i].Value.ToString(), 0.0); c++;
//col_design.ColumnNos = All_Column_Data[i].Continuous_ColumnMembers;
col_design.Beam_Nos = cd.Continuous_ColumnMembers;
col_design.D = cd.Depth * 1000;
col_design.b = cd.Breadth * 1000;
col_design.bar_dia = cd.Main_Bar_dia;
col_design.bar_nos = cd.Bar_Nos;
col_design.tie_dia = cd.Tie_Bar_Dia;
col_design.Pu = cd.Pu;
col_design.Mux = cd.Mux;
col_design.Muy = cd.Muy;
//col_design.All_Column_Data.Clear();
col_design.Col_Data = cd;
if (Design_Summary == null)
{
Design_Summary = new List <string>();
}
Design_Summary.Add(string.Format(""));
list.AddRange(col_design.Design_Program_Loop(i + 1).ToArray());
Design_Summary.Add(string.Format("------------------------------------------------"));
Design_Summary.Add(string.Format("COLUMN = {0}", cd.ColumnNos));
Design_Summary.Add(string.Format("CONTINUOUS MEMBERS = {0}", cd.Continuous_ColumnMembers));
Design_Summary.AddRange(col_design.Design_Summary.ToArray());
Design_Summary.Add(string.Format("------------------------------------------------"));
Set_Grid_Color(i, true, col_design.IS_DESIGN_OK);
dgv_columns[c, i].Value = col_design.IS_DESIGN_OK ? " OK " : "NOT OK";
Add_Column_BOQ(col_design.BOQ);
}
}
catch (Exception exx) { }
}
#region End of Report
list.Add("");
list.Add("---------------------------------------------------------------------------");
list.Add("--------------------- END OF REPORT --------------------------");
list.Add("---------------------------------------------------------------------------");
#endregion End of Report
Save_Data();
File.WriteAllLines(col_design.Report_File, list.ToArray());
string des_sum = Path.Combine(Path.GetDirectoryName(col_design.Get_Report_File(1)), "COLUMN_DESIGN_SUMMARY.TXT");
File.WriteAllLines(des_sum, Design_Summary.ToArray());
MessageBox.Show(this, "Report file created in file " + col_design.Report_File);
frmASTRAReport fap = new frmASTRAReport(col_design.Report_File);
fap.Owner = this;
fap.ShowDialog();
}
public void Load_Floor_Levels()
{
if (DGV_Joints == null)
{
return;
}
BeamTable = new Hashtable();
AllColumn = new List <int>();
selected_beams = new List <int>();
selected_columns = new List <int>();
List <double> flvls = new List <double>();
double d = 0.0;
//JointCoordinateCollection
//MemberIncidenceCollection
MemberIncidence mi = new MemberIncidence();
//MemberIncidenceCollection mic = new MemberIncidenceCollection();
JointCoordinate jc = new JointCoordinate();
//JointCoordinateCollection jcc = new JointCoordinateCollection();
List <int> selected_mems = MyStrings.Get_Array_Intiger(kStr);
for (int i = 0; i < DGV_Joints.RowCount; i++)
{
jc = new JointCoordinate();
jc.NodeNo = MyStrings.StringToInt(DGV_Joints[0, i].Value.ToString(), 0);
jc.X = MyStrings.StringToDouble(DGV_Joints[1, i].Value.ToString(), 0.0);
jc.Y = MyStrings.StringToDouble(DGV_Joints[2, i].Value.ToString(), 0.0);
jc.Z = MyStrings.StringToDouble(DGV_Joints[3, i].Value.ToString(), 0.0);
jcc.Add(jc);
}
for (int i = 0; i < DGV_Members.RowCount; i++)
{
mi = new MemberIncidence();
mi.MemberNo = MyStrings.StringToInt(DGV_Members[0, i].Value.ToString(), 0);
//jc.X = MyStrings.StringToDouble(DGV_Members[1, i].Value.ToString(), 0.0);
mi.StartNode.NodeNo = MyStrings.StringToInt(DGV_Members[2, i].Value.ToString(), 0);
mi.EndNode.NodeNo = MyStrings.StringToInt(DGV_Members[3, i].Value.ToString(), 0);
mic.Add(mi);
}
mic.CopyJointCoordinates(jcc);
foreach (var item in mic)
{
if (item.StartNode.Y == item.EndNode.Y)
{
if (selected_mems.Contains(item.MemberNo))
{
selected_beams.Add(item.MemberNo);
}
d = item.StartNode.Y;
if (!flvls.Contains(d))
{
flvls.Add(d);
//cmb_floor_levels.Items.Add(d.ToString("f3"));
}
}
else if (item.StartNode.X == item.EndNode.X &&
item.StartNode.Z == item.EndNode.Z)
{
if (selected_mems.Contains(item.MemberNo))
{
selected_columns.Add(item.MemberNo);
}
AllColumn.Add(item.MemberNo);
}
}
flvls.Sort();
List <int> mems = new List <int>();
List <int> all_beams = new List <int>();
foreach (var lvl in flvls)
{
cmb_floor_levels.Items.Add(lvl.ToString("f3"));
mems = new List <int>();
foreach (var item in mic)
{
if (item.StartNode.Y == item.EndNode.Y)
{
d = item.StartNode.Y;
if (lvl == d)
{
mems.Add(item.MemberNo);
}
}
}
BeamTable.Add(lvl.ToString("f3"), mems);
all_beams.AddRange(mems.ToArray());
}
BeamTable.Add("all", all_beams);
}
public void RunThread()
{
List <string> list = new List <string>();
#region TechSOFT Banner
list.Add("");
list.Add("");
list.Add("\t\t**********************************************");
list.Add("\t\t* ASTRA Pro Release 18.0 *");
list.Add("\t\t* TechSOFT Engineering Services *");
list.Add("\t\t* *");
list.Add("\t\t* DESIGN OF ISOLATED FOUNDATION *");
list.Add("\t\t* *");
list.Add("\t\t**********************************************");
list.Add("\t\t----------------------------------------------");
list.Add("\t\tTHIS RESULT CREATED ON " + System.DateTime.Now.ToString("dd.MM.yyyy AT HH:mm:ss") + " ");
list.Add("\t\t----------------------------------------------");
list.Add("");
#endregion
int c = 0;
int step = 1;
string ColumnNos = "";
Design_Summary = new List <string>();
//int c = 0;
for (int i = 0; i < dgv_columns.RowCount; i++)
{
try
{
c = 1;
ColumnData cd = new ColumnData();
cd.IsSelect = (bool)dgv_columns[c++, i].Value;
if (cd.IsSelect)
{
Set_Grid_Color(i, false, Foot_Des.IS_DESIGN_OK);
Foot_Des.ColumnNo = dgv_columns[c++, i].Value.ToString(); c++;
//Foot_Des.Continuous_ColumnMembers = dgv_columns[c++, i].Value.ToString();
Foot_Des.C1 = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Foot_Des.C2 = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Foot_Des.l = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Foot_Des.b = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Foot_Des.P1 = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Foot_Des.P2 = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Foot_Des.ph = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Foot_Des.bar_dia = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Foot_Des.P = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Foot_Des.Mx = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
//Foot_Des.Mx = MyStrings.StringToDouble(dgv_columns[c, i].Value.ToString(), 0.0);
list.AddRange(Foot_Des.Design_Program_Loop(i + 1).ToArray());
Design_Summary.Add(string.Format("------------------------------------------------"));
//Design_Summary.Add(string.Format("FOUNDATION = {0}, ELEVATION = {1} M", Foot_Des.F));
Design_Summary.Add(string.Format("FOUNDATION = {0}", Foot_Des.ColumnNo));
//Design_Summary.Add(string.Format("CONTINUOUS MEMBERS = {0}", cd.Continuous_ColumnMembers));
Design_Summary.AddRange(Foot_Des.Design_Summary.ToArray());
Design_Summary.Add(string.Format("------------------------------------------------"));
#region End of Report
list.Add("");
#endregion End of Report
dgv_columns[c, i].Value = Foot_Des.IS_DESIGN_OK ? " OK" : "NOT OK";
Set_Grid_Color(i, true, Foot_Des.IS_DESIGN_OK);
Add_Foundation_BOQ(Foot_Des.BOQ);
}
}
catch (Exception exx) { }
}
#region End of Report
list.Add("");
list.Add("---------------------------------------------------------------------------");
list.Add("--------------------- END OF REPORT --------------------------");
list.Add("---------------------------------------------------------------------------");
#endregion End of Report
File.WriteAllLines(Foot_Des.Report_File, list.ToArray());
string des_sum = Path.Combine(Path.GetDirectoryName(Foot_Des.Get_Report_File(1)), "FOUNDATION_DESIGN_SUMMARY.TXT");
File.WriteAllLines(des_sum, Design_Summary.ToArray());
}
private void btn_aload_Click(object sender, EventArgs e)
{
string kStr = "";
kStr = txt_mnos.Text.Replace(',', ' ');
kStr = kStr + " TH ";
double dval = 0.0;
dval = MyStrings.StringToDouble(txt_thk_val.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr + " " + dval.ToString("f3");
}
//else
// return;
//1 TO 234 TH 0.07 DEN 0.0 EXX 3.00934E6 EXY 531061 EXG 0.0 EYY 3.00934E6 EYG 0.0 GXY 1.23913E6
//dval = MyList.StringToDouble(txt_DEN_val.Text, 0.0);
if (txt_DEN_val.Text != "")
{
kStr = kStr + " DEN " + txt_DEN_val.Text;
}
if (txt_EXX_val.Text != "")
{
kStr = kStr + " EXX " + txt_EXX_val.Text;
}
if (txt_EXY_val.Text != "")
{
kStr = kStr + " EXY " + txt_EXY_val.Text;
}
if (txt_EXG_val.Text != "")
{
kStr = kStr + " EXG " + txt_EXG_val.Text;
}
if (txt_EYY_val.Text != "")
{
kStr = kStr + " EYY " + txt_EYY_val.Text;
}
dval = MyStrings.StringToDouble(txt_EYG_val.Text, 0.0);
if (txt_EYG_val.Text != "")
{
kStr = kStr + " EYG " + txt_EYG_val.Text;
}
if (txt_GXY_val.Text != "")
{
kStr = kStr + " GXY " + txt_GXY_val.Text;
}
if (TRV != null)
{
if (ASTRA_Data.Count > 0)
{
TRV.SelectedNode.Text = kStr;
this.Close();
}
else
{
ASTRA_Data.Add(kStr);
TRV.Nodes.Add(kStr);
}
}
else
{
this.Close();
}
}
public void RunThread()
{
List <string> list = new List <string>();
#region TechSOFT Banner
//list.Add("");
//list.Add("");
//list.Add("\t\t**********************************************");
//list.Add("\t\t* ASTRA Pro Release 18.0 *");
//list.Add("\t\t* TechSOFT Engineering Services *");
//list.Add("\t\t* *");
//list.Add("\t\t* DESIGN OF RCC PILE FOUNDATION *");
//list.Add("\t\t* *");
//list.Add("\t\t**********************************************");
//list.Add("\t\t----------------------------------------------");
//list.Add("\t\tTHIS RESULT CREATED ON " + System.DateTime.Now.ToString("dd.MM.yyyy AT HH:mm:ss") + " ");
//list.Add("\t\t----------------------------------------------");
//list.Add("");
#endregion
int c = 0;
int step = 1;
string ColumnNos = "";
//int c = 0;
for (int i = 0; i < dgv_columns.RowCount; i++)
{
try
{
c = 1;
ColumnData cd = new ColumnData();
cd.IsSelect = (bool)dgv_columns[c++, i].Value;
if (cd.IsSelect)
{
Set_Grid_Color(i, false, false);
Pile_Design.ColumnNo = dgv_columns[c++, i].Value.ToString(); c++;
if (MessageBox.Show("Process Design Pile Foundation " + Pile_Design.ColumnNo + " \n\nDou you want to continue ?", "ASTRA", MessageBoxButtons.YesNo, MessageBoxIcon.Question) == DialogResult.No)
{
break;
}
//Pile_Design.Continuous_ColumnMembers = dgv_columns[c++, i].Value.ToString();
Pile_Design.D = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
//Pile_Design.PL = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Pile_Design.LPC = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Pile_Design.BPC = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Pile_Design.DPC = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Pile_Design.d1 = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Pile_Design.d2 = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Pile_Design.d3 = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Pile_Design.P = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
Pile_Design.AM = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
//Pile_Design.Mx = MyStrings.StringToDouble(dgv_columns[c, i].Value.ToString(), 0.0);
list.AddRange(Pile_Design.Design_Program_Loop(i + 1).ToArray());
dgv_columns[c, i].Value = Pile_Design.IS_DESIGN_OK ? " OK" : "NOT OK";
Set_Grid_Color(i, true, Pile_Design.IS_DESIGN_OK);
Add_Foundation_BOQ(Pile_Design.BOQ);
}
}
catch (Exception exx) { }
}
#region End of Report
list.Add("");
list.Add("---------------------------------------------------------------------------");
list.Add("--------------------- END OF REPORT --------------------------");
list.Add("---------------------------------------------------------------------------");
#endregion End of Report
File.WriteAllLines(Pile_Design.Report_File, list.ToArray());
//MessageBox.Show(this, "Report file created in file " + Pile_Design.Report_File);
////frmASTRAReport fap = new frmASTRAReport(Pile_Design.Report_File);
////fap.Owner = this;
////fap.Show();
//frmASTRAReport.OpenReport(Pile_Design.Report_File, this);
Save_Data();
}
private void btn_jload_add_Click(object sender, EventArgs e)
{
string kStr = "";
kStr = txt_joint_number.Text.Replace(',', ' ');
double dval = 0.0;
dval = MyStrings.StringToDouble(txt_fx.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr + " FX " + dval.ToString("f3");
}
dval = MyStrings.StringToDouble(txt_fy.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr + " FY " + dval.ToString("f3");
}
dval = MyStrings.StringToDouble(txt_fz.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr + " FZ " + dval.ToString("f3");
}
dval = MyStrings.StringToDouble(txt_mx.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr + " MX " + dval.ToString("f3");
}
dval = MyStrings.StringToDouble(txt_my.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr + " MY " + dval.ToString("f3");
}
dval = MyStrings.StringToDouble(txt_mz.Text, 0.0);
if (dval != 0.0)
{
kStr = kStr + " MZ " + dval.ToString("f3");
}
if (textBox1.Text != "")
{
kStr = kStr + " *" + textBox1.Text;
}
ASTRA_Data.Add(kStr);
if (Node != null)
{
if (btn_jload_add.Text == "Change")
{
Node.Text = kStr;
this.Close();
}
else
{
Node.Nodes.Add(kStr);
//Node.Expand();
Node.ExpandAll();
}
}
else
{
this.Close();
}
}
private void btn_create_Click(object sender, EventArgs e)
{
if (dgv_combinations.RowCount == 0)
{
MessageBox.Show("Add a Load Definition.", "ASTRA", MessageBoxButtons.OK, MessageBoxIcon.Information);
return;
}
//iACad.AstraDocument
if (Str_Analysis == null)
{
Str_Analysis = new StructureMemberAnalysis(iACad.AstraDocument.AnalysisFileName);
}
List <JointForce> jn_Force = Str_Analysis.list_joints;
int loadno = ALL_Loads.Count + 1;
List <string> jloads = new List <string>();
int i = 0;
int load_eqx = loadno;
int load_eqz = loadno;
#region Chiranjit [2015 05 27]
#endregion Chiranjit [2015 05 27]
int sign_x = 1, sign_z = 1;
switch (Direction)
{
case 1: //+X/+Z
#region //+X/+Z
sign_x = 1;
sign_z = 1;
jloads.Add(string.Format("LOAD {0} SEISMIC LOAD +EQX", loadno));
jloads.Add(string.Format("JOINT LOAD"));
for (i = 0; i < jn_Force.Count; i++)
{
jloads.Add(string.Format("{0} {1} {2:f3}", jn_Force[i].NodeNo,
"FX",
sign_x * Math.Abs(jn_Force[i].FY) * SC));
}
loadno++;
load_eqz = loadno;
jloads.Add(string.Format("LOAD {0} SEISMIC LOAD +EQZ", loadno));
jloads.Add(string.Format("JOINT LOAD"));
for (i = 0; i < jn_Force.Count; i++)
{
jloads.Add(string.Format("{0} {1} {2:f3}",
jn_Force[i].NodeNo,
"FZ",
sign_z * Math.Abs(jn_Force[i].FY) * SC));
}
#endregion //+X/+Z
break;
case 2: //-X/-Z
#region -X/-Z
sign_x = -1;
sign_z = -1;
jloads.Add(string.Format("LOAD {0} SEISMIC LOAD -EQX", loadno));
jloads.Add(string.Format("JOINT LOAD"));
for (i = 0; i < jn_Force.Count; i++)
{
jloads.Add(string.Format("{0} {1} {2:f3}", jn_Force[i].NodeNo,
"FX",
sign_x * Math.Abs(jn_Force[i].FY) * SC));
}
loadno++;
load_eqz = loadno;
jloads.Add(string.Format("LOAD {0} SEISMIC LOAD -EQZ", loadno));
jloads.Add(string.Format("JOINT LOAD"));
for (i = 0; i < jn_Force.Count; i++)
{
jloads.Add(string.Format("{0} {1} {2:f3}",
jn_Force[i].NodeNo,
"FZ",
sign_z * Math.Abs(jn_Force[i].FY) * SC));
}
#endregion //+X/+Z
break;
case 3: // +X/-Z
#region +X/-Z
sign_x = 1;
sign_z = -1;
jloads.Add(string.Format("LOAD {0} SEISMIC LOAD +EQX", loadno));
jloads.Add(string.Format("JOINT LOAD"));
for (i = 0; i < jn_Force.Count; i++)
{
jloads.Add(string.Format("{0} {1} {2:f3}", jn_Force[i].NodeNo,
"FX",
sign_x * Math.Abs(jn_Force[i].FY) * SC));
}
loadno++;
load_eqz = loadno;
jloads.Add(string.Format("LOAD {0} SEISMIC LOAD -EQZ", loadno));
jloads.Add(string.Format("JOINT LOAD"));
for (i = 0; i < jn_Force.Count; i++)
{
jloads.Add(string.Format("{0} {1} {2:f3}",
jn_Force[i].NodeNo,
"FZ",
sign_z * Math.Abs(jn_Force[i].FY) * SC));
}
#endregion //+X/+Z
break;
case 4: // -X/+Z
#region -X/+Z
sign_x = -1;
sign_z = 1;
jloads.Add(string.Format("LOAD {0} SEISMIC LOAD -EQX", loadno));
jloads.Add(string.Format("JOINT LOAD"));
for (i = 0; i < jn_Force.Count; i++)
{
jloads.Add(string.Format("{0} {1} {2:f3}", jn_Force[i].NodeNo,
"FX",
sign_x * Math.Abs(jn_Force[i].FY) * SC));
}
loadno++;
load_eqz = loadno;
jloads.Add(string.Format("LOAD {0} SEISMIC LOAD +EQZ", loadno));
jloads.Add(string.Format("JOINT LOAD"));
for (i = 0; i < jn_Force.Count; i++)
{
jloads.Add(string.Format("{0} {1} {2:f3}",
jn_Force[i].NodeNo,
"FZ",
sign_z * Math.Abs(jn_Force[i].FY) * SC));
}
#endregion //+X/+Z
break;
case 5: // +X/-X
#region +X/-X
sign_x = 1;
sign_z = -1;
jloads.Add(string.Format("LOAD {0} SEISMIC LOAD +EQX", loadno));
jloads.Add(string.Format("JOINT LOAD"));
for (i = 0; i < jn_Force.Count; i++)
{
jloads.Add(string.Format("{0} {1} {2:f3}", jn_Force[i].NodeNo,
"FX",
sign_x * Math.Abs(jn_Force[i].FY) * SC));
}
loadno++;
load_eqz = loadno;
jloads.Add(string.Format("LOAD {0} SEISMIC LOAD -EQX", loadno));
jloads.Add(string.Format("JOINT LOAD"));
for (i = 0; i < jn_Force.Count; i++)
{
jloads.Add(string.Format("{0} {1} {2:f3}",
jn_Force[i].NodeNo,
"FX",
sign_z * Math.Abs(jn_Force[i].FY) * SC));
}
#endregion //+X/+Z
break;
case 6: // +Z/-Z
#region +Z/-Z
sign_x = 1;
sign_z = -1;
jloads.Add(string.Format("LOAD {0} SEISMIC LOAD +EQZ", loadno));
jloads.Add(string.Format("JOINT LOAD"));
for (i = 0; i < jn_Force.Count; i++)
{
jloads.Add(string.Format("{0} {1} {2:f3}", jn_Force[i].NodeNo,
"FZ",
sign_x * Math.Abs(jn_Force[i].FY) * SC));
}
loadno++;
load_eqz = loadno;
jloads.Add(string.Format("LOAD {0} SEISMIC LOAD -EQZ", loadno));
jloads.Add(string.Format("JOINT LOAD"));
for (i = 0; i < jn_Force.Count; i++)
{
jloads.Add(string.Format("{0} {1} {2:f3}",
jn_Force[i].NodeNo,
"FZ",
sign_z * Math.Abs(jn_Force[i].FY) * SC));
}
#endregion //+X/+Z
break;
}
//switch (Direction)
//{
// case 1: //+X/+Z
// jloads.Add(string.Format("LOAD {0} SEISMIC LOAD EQX", loadno));
// jloads.Add(string.Format("JOINT LOAD"));
// for (i = 0; i < jn_Force.Count; i++)
// {
// jloads.Add(string.Format("{0} {1} {2:f3}", jn_Force[i].NodeNo,
// "FX",
// Math.Abs(jn_Force[i].FY) * SC));
// }
// loadno++;
// load_eqz = loadno;
// jloads.Add(string.Format("LOAD {0} SEISMIC LOAD EQZ", loadno));
// jloads.Add(string.Format("JOINT LOAD"));
// for (i = 0; i < jn_Force.Count; i++)
// {
// jloads.Add(string.Format("{0} {1} {2:f3}",
// jn_Force[i].NodeNo,
// "FZ",
// Math.Abs(jn_Force[i].FY) * SC));
// }
// break;
//}
//if (Direction != 6)
//{
// jloads.Add(string.Format("LOAD {0} SEISMIC LOAD EQX", loadno));
// jloads.Add(string.Format("JOINT LOAD"));
// for (i = 0; i < jn_Force.Count; i++)
// {
// jloads.Add(string.Format("{0} {1} {2:f3}", jn_Force[i].NodeNo,
// "FX",
// jn_Force[i].FY * SC));
// }
//}
//if (Direction != 5)
//{
// loadno++;
// load_eqz = loadno;
// jloads.Add(string.Format("LOAD {0} SEISMIC LOAD EQZ", loadno));
// jloads.Add(string.Format("JOINT LOAD"));
// for (i = 0; i < jn_Force.Count; i++)
// {
// jloads.Add(string.Format("{0} {1} {2:f3}",
// jn_Force[i].NodeNo,
// "FZ",
// jn_Force[i].FY * SC));
// }
//}
//jloads.Add(string.Format("{0} {1} {2:f3}", jn_Force[i].NodeNo, dir, jn_Force[i].FY * sc));
//LDC.LoadNo = MyStrings.StringToInt(txt_load_no.Text, 0);
//loadno++;
LDC.LoadNo = loadno;
LDC.Name = txt_load_name.Text;
LDC.LoadCases.Clear();
LDC.Factors.Clear();
for (i = 0; i < dgv_combinations.RowCount; i++)
{
LDC.LoadCases.Add(MyStrings.StringToInt(dgv_combinations[0, i].Value.ToString().ToUpper().Replace("LOAD CASE ", ""), 0));
LDC.Factors.Add(MyStrings.StringToDouble(dgv_combinations[1, i].Value.ToString(), 0));
}
//LDC.LoadCases.Add(LDC.LoadNo);
//LDC.Factors.Add(MyStrings.StringToDouble(textBox1.Text, 0));
LDC.Set_Combination();
List <string> load_combs = new List <string>();
//load_combs.Add(string.Format("LOAD COMB {0} SEISMIC COMB", loadno));
if (Direction == 1 || Direction == 3 || Direction == 5)
{
loadno++;
load_combs.Add(string.Format("LOAD COMB {0} {1} (DL+EQX)", loadno, textBox1.Text));
load_combs.Add(string.Format("{0} {1} {2}", LDC.Data, load_eqx, textBox1.Text));
//load_combs.Add(LDC.Data);
}
if (Direction == 2 || Direction == 4)
{
loadno++;
//load_combs.Add(string.Format("LOAD COMB {0} SEISMIC COMB", loadno));
load_combs.Add(string.Format("LOAD COMB {0} {1} (DL-EQX)", loadno, textBox1.Text));
//load_combs.Add(string.Format("{0} {1} -{2}", LDC.Data, load_eqx, textBox1.Text));
load_combs.Add(string.Format("{0} {1} {2}", LDC.Data, load_eqx, textBox1.Text));
}
if (Direction == 5)
{
loadno++;
//load_combs.Add(string.Format("LOAD COMB {0} SEISMIC COMB", loadno));
load_combs.Add(string.Format("LOAD COMB {0} {1} (DL-EQX)", loadno, textBox1.Text));
load_combs.Add(string.Format("{0} {1} {2}", LDC.Data, load_eqz, textBox1.Text));
}
if (Direction == 1 || Direction == 4)
{
loadno++;
//load_combs.Add(string.Format("LOAD COMB {0} SEISMIC COMB", loadno));
load_combs.Add(string.Format("LOAD COMB {0} {1} (DL+EQZ)", loadno, textBox1.Text));
load_combs.Add(string.Format("{0} {1} {2}", LDC.Data, load_eqz, textBox1.Text));
//load_combs.Add(LDC.Data);
}
if (Direction == 2 || Direction == 3)
{
loadno++;
//load_combs.Add(string.Format("LOAD COMB {0} SEISMIC COMB", loadno));
load_combs.Add(string.Format("LOAD COMB {0} {1} (DL-EQZ)", loadno, textBox1.Text));
//load_combs.Add(string.Format("{0} {1} -{2}", LDC.Data, load_eqz, textBox1.Text));
load_combs.Add(string.Format("{0} {1} {2}", LDC.Data, load_eqz, textBox1.Text));
//load_combs.Add(LDC.Data);
}
if (Direction == 6)
{
loadno++;
//load_combs.Add(string.Format("LOAD COMB {0} SEISMIC COMB", loadno));
load_combs.Add(string.Format("LOAD COMB {0} {1} (DL+EQZ)", loadno, textBox1.Text));
load_combs.Add(string.Format("{0} {1} {2}", LDC.Data, load_eqx, textBox1.Text));
loadno++;
//load_combs.Add(string.Format("LOAD COMB {0} SEISMIC COMB", loadno));
load_combs.Add(string.Format("LOAD COMB {0} {1} (DL-EQZ)", loadno, textBox1.Text));
load_combs.Add(string.Format("{0} {1} {2}", LDC.Data, load_eqz, textBox1.Text));
//load_combs.Add(LDC.Data);
}
string file_name = File_Seismic_Load;
if (file_name == "")
{
file_name = Path.Combine(Path.GetDirectoryName(Str_Analysis.Analysis_File), "Seismic_Analysis");
if (!Directory.Exists(file_name))
{
Directory.CreateDirectory(file_name);
}
file_name = Path.Combine(file_name, "Seismic_Analysis.TXT");
}
File.WriteAllText(file_name, "Write Data");
if (Write_Seismic_Data != null)
{
Write_Seismic_Data(jloads, load_combs, file_name);
}
btn_process.Enabled = true;
btn_view.Enabled = true;
}
public static bool ReadLineCoordinates(string fileName, vdDocument doc)
{
//vdArray<vdLine> line_arr = new vdArray<vdLine>();
List <string> lstStr = new List <string>(File.ReadAllLines(fileName));
string kStr = "";
string option = "";
string SP, EP, TEXT, IP, Height;
SP = EP = IP = TEXT = Height = "";
MyStrings mList = null;
for (int i = 0; i < lstStr.Count; i++)
{
kStr = lstStr[i].Trim().TrimEnd().TrimStart();
if (kStr == "VD_LINE")
{
option = "VD_LINE"; i++;
SP = lstStr[i].Replace("SP=", ""); i++;
EP = lstStr[i].Replace("EP=", "");
}
else if (kStr == "VD_TEXT")
{
option = "VD_TEXT"; i++;
IP = lstStr[i].Replace("IP=", ""); i++;
TEXT = lstStr[i].Replace("TEXT=", ""); i++;
Height = lstStr[i].Replace("HEIGHT=", "");
}
switch (option)
{
case "VD_LINE":
mList = new MyStrings(MyStrings.RemoveAllSpaces(SP), ',');
vdLine ln = new vdLine();
ln.SetUnRegisterDocument(doc);
ln.setDocumentDefaults();
ln.StartPoint.x = mList.GetDouble(0);
ln.StartPoint.y = mList.GetDouble(1);
ln.StartPoint.z = mList.GetDouble(2);
mList = new MyStrings(MyStrings.RemoveAllSpaces(EP), ',');
ln.EndPoint.x = mList.GetDouble(0);
ln.EndPoint.y = mList.GetDouble(1);
ln.EndPoint.z = mList.GetDouble(2);
doc.ActiveLayOut.Entities.AddItem(ln);
break;
case "VD_TEXT":
mList = new MyStrings(MyStrings.RemoveAllSpaces(IP), ',');
vdText txt = new vdText();
txt.SetUnRegisterDocument(doc);
txt.setDocumentDefaults();
txt.InsertionPoint.x = mList.GetDouble(0);
txt.InsertionPoint.y = mList.GetDouble(1);
txt.InsertionPoint.z = mList.GetDouble(2);
txt.TextString = TEXT;
txt.Height = MyStrings.StringToDouble(Height, 0.01);
doc.ActiveLayOut.Entities.AddItem(txt);
break;
}
}
lstStr.Clear();
//doc.ShowUCSAxis = false;
//VectorDraw.Professional.ActionUtilities.vdCommandAction.View3D_VTop(doc);
//doc.Redraw(true);
return(true);
}
public void RunThread()
{
List <string> list = new List <string>();
#region TechSOFT Banner
list.Add("");
//list.Add("");
//list.Add("\t\t**********************************************");
//list.Add("\t\t* ASTRA Pro Release 18.0 *");
//list.Add("\t\t* TechSOFT Engineering Services *");
//list.Add("\t\t* *");
//list.Add("\t\t* DESIGN OF RCC COLUMN *");
//list.Add("\t\t* *");
//list.Add("\t\t**********************************************");
//list.Add("\t\t----------------------------------------------");
//list.Add("\t\tTHIS RESULT CREATED ON " + System.DateTime.Now.ToString("dd.MM.yyyy AT HH:mm:ss") + " ");
//list.Add("\t\t----------------------------------------------");
//list.Add("");
#endregion
int c = 0;
int step = 1;
string ColumnNos = "";
bool flag = false;
//int c = 0;
for (int i = 0; i < dgv_columns.RowCount; i++)
{
try
{
c = 0;
flag = (bool)dgv_columns[c++, i].Value;
if (flag)
{
Set_Grid_Color(i);
////cd.ColumnNos = dgv_columns[c++, i].Value.ToString();
//if (MessageBox.Show("Process Design Column " + cd.ColumnNos + " \n\nDou you want to continue ?",
// "ASTRA", MessageBoxButtons.YesNo, MessageBoxIcon.Question) == DialogResult.No)
//{
// break;
//}
//col_design.hf = (Floors[i + 1] - Floors[i]) * 1000;
col_design.floor_level = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0.0);
col_design.FlightNos = MyStrings.StringToInt(dgv_columns[c++, i].Value.ToString(), 0);
col_design.hf = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0);
col_design.wf = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0);
col_design.wl = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0);
col_design.tw = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0);
col_design.bar_dia1 = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0);
col_design.bar_dia2 = MyStrings.StringToDouble(dgv_columns[c++, i].Value.ToString(), 0);
list.AddRange(col_design.Design_Program_Loop(i + 1).ToArray());
Set_Grid_Color(i, true, col_design.IS_DESIGN_OK);
dgv_columns[9, i].Value = col_design.IS_DESIGN_OK ? " OK " : "NOT OK";
Add_Staircase_BOQ(col_design.BOQ);
}
}
catch (Exception exx) { }
}
#region End of Report
list.Add("");
list.Add("---------------------------------------------------------------------------");
list.Add("--------------------- END OF REPORT --------------------------");
list.Add("---------------------------------------------------------------------------");
#endregion End of Report
Save_Data();
File.WriteAllLines(col_design.Report_File, list.ToArray());
MessageBox.Show(this, "Report file created in file " + col_design.Report_File);
frmASTRAReport fap = new frmASTRAReport(col_design.Report_File);
fap.Owner = this;
fap.ShowDialog();
}
private void btn_fload_Click(object sender, EventArgs e)
{
string kStr = "";
//XRANGE 4 18 FLOAD -0.15 YRANGE 0 10.43 ZRANGE -1 5.4 GY
//YRANGE 4 18 FLOAD -0.15 XRANGE 0 10.43 ZRANGE -1 5.4 GY
//ZRANGE 4 18 FLOAD -0.15 XRANGE 0 10.43 YRANGE -1 5.4 GY
double dval = 0.0;
dval = MyStrings.StringToDouble(txt_pressure.Text, 0.0);
if (rbtn_XLimit.Checked)
{
if (chk_One.Checked)
{
kStr = string.Format("XRANGE {0} {1} ONE {2} YRANGE {3} {4} ZRANGE {5} {6}",
txt_X_min.Text, txt_X_max.Text, txt_pressure.Text,
txt_Y_min.Text, txt_Y_max.Text,
txt_Z_min.Text, txt_Z_max.Text);
}
else
{
kStr = string.Format("XRANGE {0} {1} FLOAD {2} YRANGE {3} {4} ZRANGE {5} {6}",
txt_X_min.Text, txt_X_max.Text, txt_pressure.Text,
txt_Y_min.Text, txt_Y_max.Text,
txt_Z_min.Text, txt_Z_max.Text);
}
}
else if (rbtn_YLimit.Checked)
{
if (chk_One.Checked)
{
kStr = string.Format("YRANGE {0} {1} ONE {2} XRANGE {3} {4} ZRANGE {5} {6}",
txt_Y_min.Text, txt_Y_max.Text, txt_pressure.Text,
txt_X_min.Text, txt_X_max.Text,
txt_Z_min.Text, txt_Z_max.Text);
}
else
{
kStr = string.Format("YRANGE {0} {1} FLOAD {2} XRANGE {3} {4} ZRANGE {5} {6}",
txt_Y_min.Text, txt_Y_max.Text, txt_pressure.Text,
txt_X_min.Text, txt_X_max.Text,
txt_Z_min.Text, txt_Z_max.Text);
}
}
else if (rbtn_ZLimit.Checked)
{
if (chk_One.Checked)
{
kStr = string.Format("ZRANGE {0} {1} ONE {2} XRANGE {3} {4} YRANGE {5} {6}",
txt_Z_min.Text, txt_Z_max.Text, txt_pressure.Text,
txt_X_min.Text, txt_X_max.Text,
txt_Y_min.Text, txt_Y_max.Text);
}
else
{
kStr = string.Format("ZRANGE {0} {1} FLOAD {2} XRANGE {3} {4} YRANGE {5} {6}",
txt_Z_min.Text, txt_Z_max.Text, txt_pressure.Text,
txt_X_min.Text, txt_X_max.Text,
txt_Y_min.Text, txt_Y_max.Text);
}
}
if (rbtn_GX.Checked)
{
kStr = kStr + " GX";
}
else if (rbtn_GY.Checked)
{
kStr = kStr + " GY";
}
else if (rbtn_GZ.Checked)
{
kStr = kStr + " GZ";
}
ASTRA_Data.Add(kStr);
if (Node != null)
{
if (btn_fload_add.Text == "Change")
{
Node.Text = kStr;
this.Close();
}
else
{
Node.Nodes.Add(kStr);
Node.ExpandAll();
}
}
else
{
this.Close();
}
}
private void btn_create_Click_1(object sender, EventArgs e)
{
//iACad.AstraDocument
StructureMemberAnalysis Str_Analysis = new StructureMemberAnalysis(iACad.AstraDocument.AnalysisFileName);
List <JointForce> jn_Force = Str_Analysis.list_joints;
int loadno = ALL_Loads.Count + 1;
List <string> jloads = new List <string>();
int i = 0;
int load_eqx = loadno;
int load_eqz = loadno;
if (Direction != 6)
{
jloads.Add(string.Format("LOAD {0} SEISMIC LOAD EQX", loadno));
jloads.Add(string.Format("JOINT LOAD"));
for (i = 0; i < jn_Force.Count; i++)
{
jloads.Add(string.Format("{0} {1} {2:f3}", jn_Force[i].NodeNo,
"FX",
jn_Force[i].FY * SC));
}
}
if (Direction != 5)
{
loadno++;
load_eqz = loadno;
jloads.Add(string.Format("LOAD {0} SEISMIC LOAD EQZ", loadno));
jloads.Add(string.Format("JOINT LOAD"));
for (i = 0; i < jn_Force.Count; i++)
{
jloads.Add(string.Format("{0} {1} {2:f3}",
jn_Force[i].NodeNo,
"FZ",
jn_Force[i].FY * SC));
}
}
//jloads.Add(string.Format("{0} {1} {2:f3}", jn_Force[i].NodeNo, dir, jn_Force[i].FY * sc));
//LDC.LoadNo = MyStrings.StringToInt(txt_load_no.Text, 0);
//loadno++;
LDC.LoadNo = loadno;
LDC.Name = txt_load_name.Text;
LDC.LoadCases.Clear();
LDC.Factors.Clear();
for (i = 0; i < dgv_combinations.RowCount; i++)
{
LDC.LoadCases.Add(MyStrings.StringToInt(dgv_combinations[0, i].Value.ToString().ToUpper().Replace("LOAD CASE ", ""), 0));
LDC.Factors.Add(MyStrings.StringToDouble(dgv_combinations[1, i].Value.ToString(), 0));
}
//LDC.LoadCases.Add(LDC.LoadNo);
//LDC.Factors.Add(MyStrings.StringToDouble(textBox1.Text, 0));
LDC.Set_Combination();
List <string> load_combs = new List <string>();
//load_combs.Add(string.Format("LOAD COMB {0} SEISMIC COMB", loadno));
if (Direction == 1 || Direction == 3 || Direction == 5)
{
loadno++;
load_combs.Add(string.Format("LOAD COMB {0} {1} (DL+EQX)", loadno, textBox1.Text));
load_combs.Add(string.Format("{0} {1} {2}", LDC.Data, load_eqx, textBox1.Text));
//load_combs.Add(LDC.Data);
}
if (Direction == 2 || Direction == 4 || Direction == 5)
{
loadno++;
//load_combs.Add(string.Format("LOAD COMB {0} SEISMIC COMB", loadno));
load_combs.Add(string.Format("LOAD COMB {0} {1} (DL-EQX)", loadno, textBox1.Text));
load_combs.Add(string.Format("{0} {1} -{2}", LDC.Data, load_eqx, textBox1.Text));
}
if (Direction == 1 || Direction == 4 || Direction == 6)
{
loadno++;
//load_combs.Add(string.Format("LOAD COMB {0} SEISMIC COMB", loadno));
load_combs.Add(string.Format("LOAD COMB {0} {1} (DL+EQZ)", loadno, textBox1.Text));
load_combs.Add(string.Format("{0} {1} {2}", LDC.Data, load_eqz, textBox1.Text));
//load_combs.Add(LDC.Data);
}
if (Direction == 2 || Direction == 3 || Direction == 6)
{
loadno++;
//load_combs.Add(string.Format("LOAD COMB {0} SEISMIC COMB", loadno));
load_combs.Add(string.Format("LOAD COMB {0} {1} (DL-EQZ)", loadno, textBox1.Text));
load_combs.Add(string.Format("{0} {1} -{2}", LDC.Data, load_eqz, textBox1.Text));
//load_combs.Add(LDC.Data);
}
string file_name = File_Seismic_Load;
if (file_name == "")
{
file_name = Path.Combine(Path.GetDirectoryName(Str_Analysis.Analysis_File), "Seismic_Analysis");
if (!Directory.Exists(file_name))
{
Directory.CreateDirectory(file_name);
}
file_name = Path.Combine(file_name, "Seismic_Analysis.TXT");
}
File.WriteAllText(file_name, "Write Data");
if (Write_Seismic_Data != null)
{
Write_Seismic_Data(jloads, load_combs, file_name);
RunAnalysis(file_name);
}
this.DialogResult = DialogResult.OK;
this.Close();
}
public void RunThread()
{
Design_Summary = new List <string>();
List <string> BOQ_Summary = new List <string>();
List <string> list = new List <string>();
#region TechSOFT Banner
list.Add("");
list.Add("");
list.Add("\t\t**********************************************");
list.Add("\t\t* ASTRA Pro Release 18.0 *");
list.Add("\t\t* TechSOFT Engineering Services *");
list.Add("\t\t* *");
list.Add("\t\t* DESIGN OF RCC FLANGED BEAM *");
list.Add("\t\t* *");
list.Add("\t\t**********************************************");
list.Add("\t\t----------------------------------------------");
list.Add("\t\tTHIS RESULT CREATED ON " + System.DateTime.Now.ToString("dd.MM.yyyy AT HH:mm:ss") + " ");
list.Add("\t\t----------------------------------------------");
list.Add("");
list.Add("");
#endregion
list.Add(string.Format(""));
list.Add(string.Format(""));
list.Add(string.Format("(Design Standard : BS 8110 / IS 456)"));
list.Add(string.Format(""));
int c = 0;
int step = 1;
MovingLoadAnalysis.frm_ProgressBar.ON("Member Analysis....");
for (int i = 0; i < dgv_beams.RowCount; i++)
{
MovingLoadAnalysis.frm_ProgressBar.SetValue(i, dgv_beams.RowCount);
try
{
c = 1;
bool IsSelect = (bool)dgv_beams[c++, i].Value;
if (IsSelect)
{
Set_Grid_Color(i);
//beamDes.Floor_Level = MyStrings.StringToDouble(dgv_beams[2, i].Value.ToString(), 0.0);
beamDes.Floor_Level = MyStrings.StringToDouble(dgv_beams[2, i].Value.ToString(), 0.0);
beamDes.Beam_Nos = dgv_beams[3, i].Value.ToString();
beamDes.sectionName = dgv_beams[5, i].Value.ToString();
var dta = uC_SteelSections1.Get_BeamSection(beamDes.sectionName);
var lst = dta.Data;
beamDes.a = (dta.Area * 100);
//beamDes.h = dta.Depth.ToString("f3");
beamDes.h = dta.Depth;
//beamDes.h1 = dta.h.ToString("f3");
beamDes.Ixx = (dta.Ixx * 10000);
//beamDes.Iyy = (dta.Iyy * 10000).ToString();
//beamDes.rxx = (dta.Rxx * 10).ToString();
//beamDes.ryy = (dta.Ryy * 10).ToString();
beamDes.Z = (dta.Zxx * 1000);
beamDes.tw = dta.WebThickness;
//beamDes.tw = dta..ToString("f3");
beamDes.w = (dta.Weight / 9.81);
//beamDes.Bf = (dta.FlangeWidth).ToString();
if (lst.Count > 20)
{
beamDes.h1 = lst.GetDouble(17);
beamDes.h2 = lst.GetDouble(18);
}
beamDes.M = MyStrings.StringToDouble(dgv_beams[7, i].Value.ToString(), 0.0);
beamDes.V = MyStrings.StringToDouble(dgv_beams[8, i].Value.ToString(), 0.0);
//All_Beam_Data.Add(bd);
//beamDes.Beam_Title = bd.BeamNos;
//beamDes.Beam_Nos = bd.Continuous_BeamMembers;
//beamDes.Bar_dia1 = bd.d1;
//beamDes.Bar_dia2 = bd.d2;
//beamDes.Bar_dia3 = bd.d3;
//beamDes.Bar_dia4 = bd.d4;
//beamDes.Bar_dia5 = bd.d5;
//beamDes.Bar_dia6 = bd.d6;
//beamDes.AM1 = bd.AM1;
//beamDes.AM2 = bd.AM2;
//beamDes.AM3 = bd.AM3;
//beamDes.AM4 = bd.AM4;
//beamDes.AV1 = bd.AV1;
//beamDes.AV2 = bd.AV2;
//beamDes.AV3 = bd.AV3;
//beamDes.D = bd.Depth * 1000;
//beamDes.bw = bd.Breadth * 1000;
//if (beamDes.BOQ == null)
// beamDes.BOQ = new Beam_BOQ();
//beamDes.BOQ.Section_B = bd.Breadth;
//beamDes.BOQ.Section_D = bd.Depth;
//beamDes.BOQ.Area = bd.Depth * bd.Breadth;
//list.AddRange(beamDes.Design_Program_Loop(step++).ToArray());
//list.AddRange(beamDes.Design_Program_Loop(i + 1).ToArray());
//Design_Summary.Add(string.Format("-------------------------------------"));
//Design_Summary.Add(string.Format("BEAM = {0}, FLOOR LEVEL = {1:f3} M", beamDes.Beam_Title, beamDes.BOQ.Floor_ELevation));
//Design_Summary.Add(string.Format("CONTINUOUS MEMBERS = {0}", beamDes.Beam_Nos));
//Design_Summary.AddRange(beamDes.Design_Summary.ToArray());
//Design_Summary.Add(string.Format("-------------------------------------"));
//BOQ_Summary.Add(string.Format("-------------------------------------"));
//BOQ_Summary.Add(string.Format("BEAM = {0}, FLOOR LEVEL = {1:f3} M", beamDes.Beam_Title, beamDes.BOQ.Floor_ELevation));
//BOQ_Summary.Add(string.Format("CONTINUOUS MEMBERS = {0}", beamDes.Beam_Nos));
//BOQ_Summary.AddRange(beamDes.BOQ_Summary.ToArray());
//BOQ_Summary.Add(string.Format("-------------------------------------"));
//beamDes.Calculate_Program_Loop();
beamDes.Calculate_Program();
dgv_beams[9, i].Value = beamDes.IS_DESIGN_OK ? "OK" : "NOT OK";
Set_Grid_Color(i, true, beamDes.IS_DESIGN_OK);
//Add_Beam_BOQ(beamDes.BOQ);
}
//else
// Set_Grid_Color(i);
}
catch (Exception exx) { }
}
MovingLoadAnalysis.frm_ProgressBar.OFF();
list.Add(string.Format(""));
list.Add(string.Format("-------------------------------------"));
list.Add(string.Format("TABLE 1 : PERMISSIBLE_SHEAR_STRESS"));
list.Add(string.Format("-------------------------------------"));
list.Add(string.Format(""));
list.AddRange(Tables.Get_File_Permissible_Shear_Stress().ToArray());
#region End of Report
list.Add("");
list.Add("---------------------------------------------------------------------------");
list.Add("--------------------- END OF REPORT --------------------------");
list.Add("---------------------------------------------------------------------------");
#endregion End of Report
//File.WriteAllLines(beamDes.Report_File, list.ToArray());
//string des_sum = Path.Combine(Path.GetDirectoryName(beamDes.Get_Report_File(1)), "BEAM_DESIGN_SUMMARY.TXT");
//File.WriteAllLines(des_sum, Design_Summary.ToArray());
//des_sum = Path.Combine(Path.GetDirectoryName(beamDes.Get_Report_File(1)), "BEAM_BOQ_SUMMARY.TXT");
//File.WriteAllLines(des_sum, BOQ_Summary.ToArray());
}
