private void Format_Grid(DataGridView dgv)
{
if (dgv.Name == dgv_cab1.Name)
{
CableData.Cable_Length = MyList.StringToDouble(txt_cab1_lc.Text, 0.0);
CableData.Strand_Area = MyList.StringToDouble(txt_cab1_a.Text, 0.0);
CableData.Elasticity_Modulus = MyList.StringToDouble(txt_cab1_Es.Text, 0.0);
CableData.Strands_Number = MyList.StringToInt(txt_cab1_Ns.Text, 0);
CableData.Jacking_End_Slip = MyList.StringToDouble(txt_cab1_Sl.Text, 0.0);
CableData.Friction_Coefficient = MyList.StringToDouble(txt_cab1_mu.Text, 0.0);
CableData.Wobble_Coefficient = MyList.StringToDouble(txt_cab1_k.Text, 0.0);
}
CableData.Read_Data_From_Grid(dgv);
try
{
chk_support.Checked = CableData.Height_from_sofit.F1 != 0.0;
chk_deff.Checked = CableData.Height_from_sofit.F2 != 0.0;
chk_L8.Checked = CableData.Height_from_sofit.F3 != 0.0;
chk_L4.Checked = CableData.Height_from_sofit.F4 != 0.0;
chk_3L8.Checked = CableData.Height_from_sofit.F5 != 0.0;
chk_L2.Checked = CableData.Height_from_sofit.F6 != 0.0;
}
catch (Exception ex) { }
}
private void btn_ok_Click(object sender, EventArgs e)
{
//Average_Forces_after_friction_and_Slip avf = new Average_Forces_after_friction_and_Slip();
CableData.Cable_Length = MyList.StringToDouble(txt_cab1_lc.Text, 0.0);
CableData.Strand_Area = MyList.StringToDouble(txt_cab1_a.Text, 0.0);
CableData.Elasticity_Modulus = MyList.StringToDouble(txt_cab1_Es.Text, 0.0);
CableData.Strands_Number = MyList.StringToInt(txt_cab1_Ns.Text, 0);
CableData.Jacking_End_Slip = MyList.StringToDouble(txt_cab1_Sl.Text, 0.0);
//avf.Sheathing_Type = MyList.StringToDouble(txt_cab1_lc.Text, 0.0);
CableData.Friction_Coefficient = MyList.StringToDouble(txt_cab1_mu.Text, 0.0);
CableData.Wobble_Coefficient = MyList.StringToDouble(txt_cab1_k.Text, 0.0);
#region Chiranjit [2013 06 20]
CableData.PresenseOfCable.F1 = chk_support.Checked ? (Cable_No == 7) ? 1.052 : 2.0 : 0.0;
CableData.PresenseOfCable.F2 = chk_deff.Checked ? (Cable_No == 7) ? 1.052 : 2.0 :0.0;
CableData.PresenseOfCable.F3 = chk_L8.Checked ? (Cable_No == 7) ? 1.052 : 2.0 : 0.0;
CableData.PresenseOfCable.F4 = chk_L4.Checked ? (Cable_No == 7) ? 1.052 : 2.0 :0.0;
CableData.PresenseOfCable.F5 = chk_3L8.Checked ? (Cable_No == 7) ? 1.052 : 2.0 :0.0;
CableData.PresenseOfCable.F6 = chk_L2.Checked ? (Cable_No == 7) ? 1.052 : 2.0 :0.0;
#endregion Chiranjit [2013 06 20]
CableData.Read_Data_From_Grid(dgv_cab1);
Cable_Calculations.Add(string.Format("Cable {0}", Cable_No));
Cable_Calculations.Add(string.Format("-------"));
Cable_Calculations.Add(string.Format(""));
Cable_Calculations.Add(string.Format("Total Length of Cable = {0:f3} m.", CableData.Cable_Length));
Cable_Calculations.Add(string.Format("Area of the Strand = a = {0:f3} Sq.mm", CableData.Strand_Area));
Cable_Calculations.Add(string.Format("Modulus of Elasticity = Es = {0:f3} Gpa", CableData.Elasticity_Modulus));
Cable_Calculations.Add(string.Format("Number of Strands = Ns = {0}", CableData.Strands_Number));
Cable_Calculations.Add(string.Format("Slip at Jacking End = Sl = {0:f3} mm.", CableData.Jacking_End_Slip));
Cable_Calculations.Add(string.Format("Type of Sheathing = HDPE"));
Cable_Calculations.Add(string.Format("Coefficient of Friction (µ) = {0:f3}", CableData.Friction_Coefficient));
Cable_Calculations.Add(string.Format("Wobble Coefficient (k) = {0:f3}", CableData.Wobble_Coefficient));
Cable_Calculations.Add("");
Cable_Calculations.Add("");
Cable_Calculations.Add(string.Format("TABLE 9.{0}: SUMMARY of Average Forces after friction and Slip in Cable {0}:", Cable_No));
Cable_Calculations.Add(string.Format("-----------------------------------------------------------------------------"));
Cable_Calculations.Add("");
Cable_Calculations.AddRange(CableData.Get_Table_Data());
Cable_Calculations.Add("");
Cable_Calculations.Add("");
Cable_Calculations.Add(string.Format("Calculation Details for TABLE {0}, for Cable {1}:", (8 + Cable_No), Cable_No));
Cable_Calculations.Add("---------------------------------------------");
Cable_Calculations.Add("");
Cable_Calculations.Add("");
Cable_Calculations.AddRange(CableData.list);
this.DialogResult = DialogResult.OK;
this.Close();
}