public static void Main(string[] args)
{
Console.WriteLine("Enter Number of Beams : ");
int NoBeams = Convert.ToInt32(Console.ReadLine());
Console.WriteLine("Enter Beam Yield Stress, Fy (ksi) : ");
double Fy = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Slab Compressive Stress, f'c (ksi) : ");
double fc = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Rebar Yield Stress, fs (ksi) : ");
double fs = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Beam modular ratio, n : ");
double n = Convert.ToDouble(Console.ReadLine());
double[,] table;
table = new double[11, NoBeams];
for (int i = 0; i < NoBeams; i++)
{
Console.WriteLine("Enter Beam {0} effective slab width, bslab (in) : ", i + 1);
double bslab = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Beam {0} structural slab thickness, tslab (in) : ", i + 1);
double tslab = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Beam {0} haunch width, bhaunch (in) : ", i + 1);
double haunchWidth = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Beam {0} haunch depth, thaunch (in) : ", i + 1);
double haunchDepth = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Beam {0} top rebar area, As1 (in^2) : ", i + 1);
double Asteel1 = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Beam {0} top rebar depth from top of slab, d1 (in) : ", i + 1);
double distSteel1 = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Beam {0} botom rebar area, As2 (in^2) : ", i + 1);
double Asteel2 = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Beam {0} bottom rebar depth from top of slab, d2 (in) : ", i + 1);
double distSteel2 = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Beam {0} top flange width, bft (in) : ", i + 1);
double bft = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Beam {0} top flange thickness, tft (in) : ", i + 1);
double tft = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Beam {0} web depth, D (in) : ", i + 1);
double D = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Beam {0} web thickness, tw (in) : ", i + 1);
double tw = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Beam {0} bottom flange width, bfb (in) : ", i + 1);
double bfb = Convert.ToDouble(Console.ReadLine());
Console.WriteLine("Enter Beam {0} bottom flange thickness, tfb (in) : ", i + 1);
double tfb = Convert.ToDouble(Console.ReadLine());
double area = CompProperties.BeamArea(bft, tft, D, tw, bfb, tfb, bslab, tslab, n, Asteel1, Asteel2, haunchDepth, haunchWidth);
table[0, i] = area;
double NA = CompProperties.NeutralAxis(bft, tft, D, tw, bfb, tfb, bslab, tslab, n, Asteel1, Asteel2, distSteel1, distSteel2, haunchDepth, haunchWidth);
table[1, i] = NA;
double I = CompProperties.MomentOfIneria(bft, tft, D, tw, bfb, tfb, bslab, tslab, n, Asteel1, Asteel2, distSteel1, distSteel2, haunchDepth, haunchWidth);
table[2, i] = I;
double Stop = CompProperties.ElastSectModTop(bft, tft, D, tw, bfb, tfb, bslab, tslab, n, Asteel1, Asteel2, distSteel1, distSteel2, haunchDepth, haunchWidth);
table[3, i] = Stop;
double Sbot = CompProperties.ElastSectModBot(bft, tft, D, tw, bfb, tfb, bslab, tslab, n, Asteel1, Asteel2, distSteel1, distSteel2, haunchDepth, haunchWidth);
table[4, i] = Sbot;
double PNA = CompProperties.PlastNeutralAxis(Fy, fc, fs, bft, tft, D, tw, bfb, tfb, bslab, tslab, n, Asteel1, Asteel2, distSteel1, distSteel2, haunchDepth, haunchWidth);
table[5, i] = PNA;
double PFt = CompProperties.PlastForceTop(Fy, fc, fs, bft, tft, D, tw, bfb, tfb, bslab, tslab, n, Asteel1, Asteel2, distSteel1, distSteel2, haunchDepth, haunchWidth);
table[6, i] = PFt;
double PFb = CompProperties.PlastForceBot(Fy, fc, fs, bft, tft, D, tw, bfb, tfb, bslab, tslab, n, Asteel1, Asteel2, distSteel1, distSteel2, haunchDepth, haunchWidth);
table[7, i] = PFb;
double PCGtop = CompProperties.PNAtoTopCG(Fy, fc, fs, bft, tft, D, tw, bfb, tfb, bslab, tslab, n, Asteel1, Asteel2, distSteel1, distSteel2, haunchDepth, haunchWidth);
table[8, i] = PCGtop;
double PCGBot = CompProperties.PNAtoBotCG(Fy, fc, fs, bft, tft, D, tw, bfb, tfb, bslab, tslab, n, Asteel1, Asteel2, distSteel1, distSteel2, haunchDepth, haunchWidth);
table[9, i] = PCGBot;
double Mp = CompProperties.PlastMoment(Fy, fc, fs, bft, tft, D, tw, bfb, tfb, bslab, tslab, n, Asteel1, Asteel2, distSteel1, distSteel2, haunchDepth, haunchWidth);
table[10, i] = Mp;
}
for (int j = 0; j < NoBeams; j++)
{
Console.WriteLine("*********** BEAM {0} SECTION PROPERTIES***********", j + 1);
Console.WriteLine("Area of Beam is {0} in^2", Math.Round(table[0, j], 2));
Console.WriteLine("Elastic Neutral Axis is {0} in", Math.Round(table[1, j], 2));
Console.WriteLine("Elastic Moment of Inertia is {0} in^4", Math.Round(table[2, j], 2));
Console.WriteLine("Elastic Section Modulus of Top Flange is {0} in^3", Math.Round(table[3, j], 2));
Console.WriteLine("Elastic Section Modulus of Bottom Flange is {0} in^3", Math.Round(table[4, j], 2));
Console.WriteLine("Plastic Neutral Axis is {0} in", Math.Round(table[5, j], 2));
Console.WriteLine("Force Above PNA is {0} kips", Math.Round(table[6, j], 2));
Console.WriteLine("Distance to Force Above PNA is {0} in", Math.Round(table[8, j], 2));
Console.WriteLine("Force Below PNA is {0} kips", Math.Round(table[7, j], 2));
Console.WriteLine("Distance to Force Below PNA is {0} in", Math.Round(table[9, j], 2));
Console.WriteLine("Plastic Moment is {0} kip-ft", Math.Round(table[10, j], 2));
Console.WriteLine("");
}
Console.Read();
}
