public frmSteelBeamBoQ(IApplication iapp, ASTRADoc ast_doc, StructureMemberAnalysis staAna)
{
InitializeComponent();
iApp = iapp;
StructureAnalysis = staAna;
AST_DOC = ast_doc;
d1 = 16;
d2 = 25;
d3 = 16;
d4 = 25;
//d5 = 20;
//d6 = 25;
//Stirrup_Bar_Dia = 8;
uC_SteelSections1.SetIApplication(iApp);
}
public frmMovingForces(vdDocument vDoc, string file_name, int selected_load_case)
{
InitializeComponent();
doc = vDoc;
load_case = selected_load_case;
try
{
file_name = Path.Combine(Path.GetDirectoryName(file_name), "ANALYSIS_REP.TXT");
//if (AnalysisResult == null)
// AnalysisResult = new SteelTrussMemberAnalysis(file_name);
//else
//{
// if (AnalysisResult.Analysis_File != file_name)
// AnalysisResult = new SteelTrussMemberAnalysis(file_name);
//}
AnalysisResult = new StructureMemberAnalysis(file_name);
}
catch (Exception ex) { AnalysisResult = null; }
}
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();
}
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;
}
private void Get_Reactions()
{
if (Str_Analysis == null)
{
Str_Analysis = new StructureMemberAnalysis(iACad.AstraDocument.AnalysisFileName);
}
//txt_smcs_jnts_1.Text = "8,24,40,56";
//txt_smcs_jnts_2.Text = "72,88,104,120";
string jnts1 = txt_sup_ract_jnts_1.Text.Replace(",", " ");
MyList jnts = new MyList(jnts1, ' ');
double vl = Str_Analysis.GetMaxReaction(1);
string kStr = "";
if (jnts.Count > 1)
{
vl = Str_Analysis.GetMaxReaction(jnts.GetInt(0));
kStr = vl.ToString();
for (int i = 1; i < jnts.Count; i++)
{
vl = Str_Analysis.GetMaxReaction(jnts.GetInt(i));
kStr = kStr + "," + vl.ToString();
}
}
txt_sup_ract_1.Text = kStr;
//kStr = vl.ToString();
//vl = Str_Analysis.GetMaxReaction(17);
//kStr = kStr + "," + vl.ToString();
//vl = Str_Analysis.GetMaxReaction(33);
//kStr = kStr + "," + vl.ToString();
//vl = Str_Analysis.GetMaxReaction(49);
//kStr = kStr + "," + vl.ToString();
//txt_sup_ract_1.Text = kStr;
kStr = "";
jnts1 = txt_sup_ract_jnts_2.Text.Replace(",", " ");
jnts = new MyList(jnts1, ' ');
if (jnts.Count > 1)
{
vl = Str_Analysis.GetMaxReaction(jnts.GetInt(0));
kStr = vl.ToString();
for (int i = 1; i < jnts.Count; i++)
{
vl = Str_Analysis.GetMaxReaction(jnts.GetInt(i));
kStr = kStr + "," + vl.ToString();
}
}
//vl = Str_Analysis.GetMaxReaction(65);
//kStr = vl.ToString();
//vl = Str_Analysis.GetMaxReaction(81);
//kStr = kStr + "," + vl.ToString();
//vl = Str_Analysis.GetMaxReaction(97);
//kStr = kStr + "," + vl.ToString();
//vl = Str_Analysis.GetMaxReaction(113);
//kStr = kStr + "," + vl.ToString();
txt_sup_ract_2.Text = kStr;
Calculate_Forces();
}