public async Task <IActionResult> Edit(int id, [Bind("Id,CategoryName,Ordinal")] RiskCategory riskCategory)
{
if (id != riskCategory.Id)
{
return(NotFound());
}
if (ModelState.IsValid)
{
try
{
_context.Update(riskCategory);
await _context.SaveChangesAsync();
}
catch (DbUpdateConcurrencyException)
{
if (!RiskCategoryExists(riskCategory.Id))
{
return(NotFound());
}
else
{
throw;
}
}
return(RedirectToAction("Index"));
}
return(View(riskCategory));
}
/// <summary>
/// This function takes the building parameters to calculate different pressure coefficients applied in ASCE7-10 Specifications
/// </summary>
/// <param name="WindSpeed">Km/hr (Wind Map, Figure 26.5-1A-C)</param>
/// <param name="Bldg">(Table 1.5-1 Risk Category)</param>
/// <param name="exp">Exposure Category(Sect. 26.7)</param>
/// <param name="Hridge">Ridge Height</param>
/// <param name="Heave">Eave Height</param>
/// <param name="LBuilding">Building Length,Parallel to Building Ridge</param>
/// <param name="WBuilding">Building Width, Normal to building ridge</param>
/// <param name="roof">Roof Type</param>
/// <param name="Kzt">Topographical Factor (Sect. 26.8 & Figure 26.8-1)</param>
/// <param name="Kd">Direction Factor(Table 26.6)</param>
/// <param name="isEnclosed">Is the building enclosed or not? according to (Sect. 26.2 & Table 26.11-1)</param>
/// <param name="isHurricane">Is the building in Hurricane region or not</param>
public static void LoadParameters(float WindSpeed, RiskCategory Bldg, ExposureCategory exp, float Hridge, float Heave,
float LBuilding, float WBuilding, RoofType roof, float Kzt, float Kd, bool isEnclosed, bool isHurricane)
{
//Calculating theta
//============================================
CalculateRoofAngle(Hridge, Heave, WBuilding, roof);
//============================================
//Calculating mean roof
//============================================
CalculateMeanRoofHeight(Hridge, Heave);
//============================================
//Check low rise criteria
//============================================
IsLowRise(LBuilding, WBuilding);
//============================================
//Calculating +ve & -ve Internal pressure coef.
//============================================
CalculateInternalPressure(isEnclosed);
//============================================
//Calculating alpha,kH,zg,qh
//============================================
CalculateCoefficients(WindSpeed, exp, Kzt, Kd);
//============================================
//Wall and Roof End Zone Widths 'a' and '2*a' (Fig. 28.4-1):
//============================================
CalculateEndZoneWidths(LBuilding, WBuilding);
//============================================
//calculating External Pressure Coeffients, GCpf (Fig. 28.4-1):
//for load case A:
CalculateExternalPressure();
//============================================
//MWFRS Wind Load for Load Case A & B, Calculating Net Pressures:
CalculateNetPressure();
}
public async Task <IActionResult> Create([Bind("Id,CategoryName,Ordinal")] RiskCategory riskCategory)
{
if (ModelState.IsValid)
{
_context.Add(riskCategory);
await _context.SaveChangesAsync();
return(RedirectToAction("Index"));
}
return(View(riskCategory));
}
public static bool GenerateFile(string File_Path, float DL, float CL, float LL, float Bay, float B_W, float B_L, float E_HT, float R_HT, RoofType Roof_Type, float WindSpeed, float TopoFactor,
float DirectFator, RiskCategory RiskCategory,
ExposureCategory ExposureCategory, bool IsEnclosed, bool IsHuricane)
{
double WL_1, WL_2, WL_3, WL_4, WL_1N, WL_2N, WL_3N, WL_4N, WL_1_B, WL_2_B, WL_1_BN, WL_2_BN;
ASCE107Wind.LoadParameters(WindSpeed, RiskCategory, ExposureCategory, R_HT, E_HT, B_L, B_W, Roof_Type, TopoFactor, DirectFator, IsEnclosed, IsHuricane);
//Check_1 = txt_Check_1.Text;
//Check_2 = txt_Check_2.Text;
ASCE107Wind.netPositivePressureA.TryGetValue("Wall Zone 1", out WL_1);
ASCE107Wind.netPositivePressureA.TryGetValue("Roof Zone 2", out WL_2);
ASCE107Wind.netPositivePressureA.TryGetValue("Roof Zone 3", out WL_3);
ASCE107Wind.netPositivePressureA.TryGetValue("Wall Zone 4", out WL_4);
ASCE107Wind.netNegativePressureA.TryGetValue("Wall Zone 1", out WL_1N);
ASCE107Wind.netNegativePressureA.TryGetValue("Roof Zone 2", out WL_2N);
ASCE107Wind.netNegativePressureA.TryGetValue("Roof Zone 3", out WL_3N);
ASCE107Wind.netNegativePressureA.TryGetValue("Wall Zone 4", out WL_4N);
ASCE107Wind.netPositivePressureB.TryGetValue("Roof Zone 2", out WL_1_B);
ASCE107Wind.netPositivePressureB.TryGetValue("Wall Zone 5", out WL_2_B);
ASCE107Wind.netNegativePressureB.TryGetValue("Roof Zone 2", out WL_1_BN);
ASCE107Wind.netNegativePressureB.TryGetValue("Wall Zone 5", out WL_2_BN);
if (IsLowRise(B_L, B_W))
{
StreamWriter Writer = new StreamWriter(File_Path.ToString());
Writer.WriteLine("STAAD PLANE");
Writer.WriteLine("INPUT WIDTH 79");
Writer.WriteLine("UNIT METER KN");
Writer.WriteLine("JOINT COORDINATES");
Writer.WriteLine("1 0 0");
Writer.WriteLine("2 0 " + E_HT);
//Marks Edit
if (Roof_Type == RoofType.Gable)
{
Writer.WriteLine("3 " + B_W / 2 + " " + R_HT);
Writer.WriteLine("4 " + B_W + " " + E_HT);
}
else if (Roof_Type == RoofType.Monoslope)
{
Writer.WriteLine("3 " + B_W / 2 + " " + (R_HT + E_HT) / 2);
Writer.WriteLine("4 " + B_W + " " + R_HT);
}
// Writer.WriteLine("3 " + B_W/2 + " " + R_HT);
// Writer.WriteLine("4" + B_W + " " + E_HT);
Writer.WriteLine("5 " + B_W + " " + "0" + "\n");
Writer.WriteLine("MEMBER INCIDENCES");
Writer.WriteLine("1 2 1");
Writer.WriteLine("2 2 3");
Writer.WriteLine("3 4 3");
Writer.WriteLine("4 4 5");
Writer.WriteLine("DEFINE MATERIAL START");
Writer.WriteLine("ISOTROPIC STEEL");
Writer.WriteLine("E 205000000");
Writer.WriteLine("Poisson 0.3");
Writer.WriteLine("DENSITY 76.8195");
Writer.WriteLine("ALPHA 0.000012");
Writer.WriteLine("DAMP 0.03");
Writer.WriteLine("END DEFINE MATERIAL");
Writer.WriteLine("UNIT MMS KN");
Writer.WriteLine("MEMBER PROPERTY AMERICAN");
Writer.WriteLine("1 TAPERED 770 5 270 200 10 200 10");
Writer.WriteLine("2 TAPERED 770 5 520 175 10 175 10");
Writer.WriteLine("3 TAPERED 770 5 520 175 10 175 10");
Writer.WriteLine("4 TAPERED 770 5 270 200 10 200 10");
Writer.WriteLine("UNIT METER KN");
Writer.WriteLine("CONSTANTS");
Writer.WriteLine("MATERIAL STEEL ALL");
Writer.WriteLine("SUPPORTS");
Writer.WriteLine("1 5 " + "PINNED");
Writer.WriteLine("LOAD 1 LOADTYPE None TITLE DL");
Writer.WriteLine("SELFWEIGHT Y -1");
Writer.WriteLine("MEMBER Load");
Writer.WriteLine("1 2 3 4 UNI GY " + (DL * Bay * (-1)));
Writer.WriteLine("LOAD 2 LOADTYPE None TITLE CL");
Writer.WriteLine("MEMBER Load");
Writer.WriteLine("2 3 UNI GY " + (CL * Bay * (-1)));
Writer.WriteLine("LOAD 3 LOADTYPE None TITLE LL");
Writer.WriteLine("MEMBER Load");
Writer.WriteLine("2 3 UNI GY " + (LL * Bay * (-1)));
Writer.WriteLine("******** WIND LOAD CASES");
Writer.WriteLine("LOAD 4 LOADTYPE None TITLE WLB");
Writer.WriteLine("MEMBER Load");
if (WL_1 < 0)
{
Writer.WriteLine("1 UNI GX " + (Math.Abs(WL_1) * Bay * (-1)));
}
else
{
Writer.WriteLine("1 UNI GX " + Math.Abs(WL_1) * Bay);
}
if (WL_2 < 0)
{
Writer.WriteLine("2 UNI Y " + Math.Abs(WL_2) * Bay);
}
else
{
Writer.WriteLine("2 UNI Y " + Math.Abs(WL_2) * Bay * (-1));
}
if (WL_3 < 0)
{
Writer.WriteLine("3 UNI Y " + Math.Abs(WL_3) * Bay);
}
else
{
Writer.WriteLine("3 UNI Y " + Math.Abs(WL_3) * Bay * (-1));
}
if (WL_4 < 0)
{
Writer.WriteLine("4 UNI GX " + Math.Abs(WL_4) * Bay);
}
else
{
Writer.WriteLine("4 UNI GX " + Math.Abs(WL_4) * Bay * (-1));
}
Writer.WriteLine("LOAD 5 LOADTYPE None TITLE WLU");
Writer.WriteLine("MEMBER Load");
if (WL_1N < 0)
{
Writer.WriteLine("1 UNI GX " + Math.Abs(WL_1N) * Bay * (-1));
}
else
{
Writer.WriteLine("1 UNI GX " + Math.Abs(WL_1N) * Bay);
}
if (WL_2N < 0)
{
Writer.WriteLine("2 UNI Y " + Math.Abs(WL_2N) * Bay);
}
else
{
Writer.WriteLine("2 UNI Y " + Math.Abs(WL_2N) * Bay * (-1));
}
if (WL_3N < 0)
{
Writer.WriteLine("3 UNI Y " + Math.Abs(WL_3N) * Bay);
}
else
{
Writer.WriteLine("3 UNI Y " + Math.Abs(WL_3N) * Bay * (-1));
}
if (WL_4N < 0)
{
Writer.WriteLine("4 UNI GX " + Math.Abs(WL_4N) * Bay);
}
else
{
Writer.WriteLine("4 UNI GX " + Math.Abs(WL_4N) * Bay * (-1));
}
Writer.WriteLine("LOAD 6 LOADTYPE None TITLE WRB");
Writer.WriteLine("MEMBER Load");
if (WL_4 < 0)
{
Writer.WriteLine("1 UNI GX " + Math.Abs(WL_4) * (-1) * Bay);
}
else
{
Writer.WriteLine("1 UNI GX " + Math.Abs(WL_4) * Bay);
}
if (WL_3 < 0)
{
Writer.WriteLine("2 UNI Y " + Math.Abs(WL_3) * Bay);
}
else
{
Writer.WriteLine("2 UNI Y " + Math.Abs(WL_3) * Bay * (-1));
}
if (WL_2 < 0)
{
Writer.WriteLine("3 UNI Y " + Math.Abs(WL_2) * Bay);
}
else
{
Writer.WriteLine("3 UNI Y " + Math.Abs(WL_2) * Bay * (-1));
}
if (WL_1 < 0)
{
Writer.WriteLine("4 UNI GX " + Math.Abs(WL_1) * Bay);
}
else
{
Writer.WriteLine("4 UNI GX " + Math.Abs(WL_1) * Bay * (-1));
}
Writer.WriteLine("LOAD 7 LOADTYPE None TITLE WRU");
Writer.WriteLine("MEMBER Load");
if (WL_4N < 0)
{
Writer.WriteLine("1 UNI GX " + Math.Abs(WL_4N) * (-1) * Bay);
}
else
{
Writer.WriteLine("1 UNI GX " + Math.Abs(WL_4N) * Bay);
}
if (WL_3N < 0)
{
Writer.WriteLine("2 UNI Y " + Math.Abs(WL_3N) * Bay);
}
else
{
Writer.WriteLine("2 UNI Y " + Math.Abs(WL_3N) * Bay * (-1));
}
if (WL_2N < 0)
{
Writer.WriteLine("3 UNI Y " + Math.Abs(WL_2N) * Bay);
}
else
{
Writer.WriteLine("3 UNI Y " + Math.Abs(WL_2N) * Bay * (-1));
}
if (WL_1N < 0)
{
Writer.WriteLine("4 UNI GX " + Math.Abs(WL_1N) * Bay);
}
else
{
Writer.WriteLine("4 UNI GX " + Math.Abs(WL_1N) * Bay * (-1));
}
Writer.WriteLine("MEMBER Load");
Writer.WriteLine("LOAD 8 LOADTYPE None TITLE WEB");
Writer.WriteLine("MEMBER Load");
if (WL_2_B < 0)
{
Writer.WriteLine("1 UNI GX " + Math.Abs(WL_2_B) * (-1) * Bay);
Writer.WriteLine("4 UNI GX " + Math.Abs(WL_2_B) * Bay);
}
else
{
Writer.WriteLine("1 UNI GX " + Math.Abs(WL_2_B) * Bay);
Writer.WriteLine("4 UNI GX " + Math.Abs(WL_2_B) * Bay * (-1));
}
if (WL_1_B < 0)
{
Writer.WriteLine("2 UNI Y " + Math.Abs(WL_1_B) * Bay);
Writer.WriteLine("3 UNI Y " + Math.Abs(WL_1_B) * Bay);
}
else
{
Writer.WriteLine("2 UNI Y " + Math.Abs(WL_1_B) * Bay * (-1));
Writer.WriteLine("3 UNI Y " + Math.Abs(WL_1_B) * Bay * (-1));
}
Writer.WriteLine("LOAD 9 LOADTYPE None TITLE WEU");
Writer.WriteLine("MEMBER Load");
if (WL_2_BN < 0)
{
Writer.WriteLine("1 UNI GX " + Math.Abs(WL_2_BN) * (-1) * Bay);
Writer.WriteLine("4 UNI GX " + Math.Abs(WL_2_BN) * Bay);
}
else
{
Writer.WriteLine("1 UNI GX " + Math.Abs(WL_2_BN) * Bay);
Writer.WriteLine("4 UNI GX " + Math.Abs(WL_2_BN) * Bay * (-1));
}
if (WL_1_BN < 0)
{
Writer.WriteLine("2 UNI Y " + Math.Abs(WL_1_BN) * Bay);
Writer.WriteLine("3 UNI Y " + Math.Abs(WL_1_BN) * Bay);
}
else
{
Writer.WriteLine("2 UNI Y " + Math.Abs(WL_1_BN) * Bay * (-1));
Writer.WriteLine("3 UNI Y " + Math.Abs(WL_1_BN) * Bay * (-1));
}
Writer.WriteLine("LOAD COMB 1000 DL+LL");
Writer.WriteLine("1 1.0 3 1.0");
Writer.WriteLine("LOAD COMB 1001 DL+CL");
Writer.WriteLine("1 1.0 2 1.0");
Writer.WriteLine("LOAD COMB 1002 DL+CL+LL");
Writer.WriteLine("1 1.0 2 1.0 3 1.0");
Writer.WriteLine("LOAD COMB 1003 DL+WLB");
Writer.WriteLine("1 1.0 4 1.0");
Writer.WriteLine("LOAD COMB 1004 DL+WLU");
Writer.WriteLine("1 1.0 5 1.0");
Writer.WriteLine("LOAD COMB 1005 DL+WRB");
Writer.WriteLine("1 1.0 6 1.0");
Writer.WriteLine("LOAD COMB 1006 DL+WRU");
Writer.WriteLine("1 1.0 7 1.0");
Writer.WriteLine("LOAD COMB 1007 DL+WEB");
Writer.WriteLine("1 1.0 8 1.0");
Writer.WriteLine("LOAD COMB 1008 DL+WEU");
Writer.WriteLine("1 1.0 9 1.0");
Writer.WriteLine("LOAD COMB 1009 DL+CL+WLB");
Writer.WriteLine("1 1.0 2 1.0 4 1.0");
Writer.WriteLine("LOAD COMB 1010 DL+CL+WLU");
Writer.WriteLine("1 1.0 2 1.0 5 1.0");
Writer.WriteLine("LOAD COMB 1011 DL+CL+WRB");
Writer.WriteLine("1 1.0 2 1.0 6 1.0");
Writer.WriteLine("LOAD COMB 1012 DL+CL+WRU");
Writer.WriteLine("1 1.0 2 1.0 7 1.0");
Writer.WriteLine("LOAD COMB 1013 DL+CL+WEB");
Writer.WriteLine("1 1.0 2 1.0 8 1.0");
Writer.WriteLine("LOAD COMB 1014 DL+CL+WEU");
Writer.WriteLine("1 1.0 2 1.0 9 1.0");
Writer.WriteLine("PERFORM ANALYSIS PRINT ALL");
Writer.WriteLine("LOAD LIST 1000 TO 1014");
Writer.WriteLine("Parameter 1");
Writer.WriteLine("CODE AISC UNIFIED 2005");
Writer.WriteLine("Method ASD");
Writer.WriteLine("FYLD 345000 ALL");
Writer.WriteLine("BEAM 1 ALL");
Writer.WriteLine("*TRACK 2 ALL");
Writer.WriteLine("CB 0 ALL");
Writer.WriteLine("****LZ,KZ");
Writer.WriteLine("KZ 1.5 MEMB 1 4");
Writer.WriteLine("LZ " + B_W + " MEMB 2 3");
Writer.WriteLine("KY 1.0 MEMB 1 4");
Writer.WriteLine("LY 1.5 MEMB 2 3");
Writer.WriteLine("UNB " + E_HT + " MEMB 1 4");
Writer.WriteLine("UNB 1.5 MEMB 2 3");
Writer.WriteLine("UNT " + E_HT + " MEMB 1 4");
Writer.WriteLine("UNT 1.5 MEMB 2 3");
Writer.WriteLine("****************************** CHECK CODE AND WEIGHT");
Writer.WriteLine("CHECK CODE ALL");
Writer.WriteLine("UNIT METER KG");
Writer.WriteLine("STEEL TAKE OFF ALL");
Writer.WriteLine("FINISH");
Writer.Close();
return(true);
//return MessageBox.Show("STAAD FILE IS GENERATED AND SAVED SUCCESSFULLY");
}
else
{
return(false);
//return MessageBox.Show("Building is NOT Low Rise");
}
}
