示例#1
0
 public CompositeBeam(BeamParts beamParts)
 {
     BotFlange   = beamParts.BotFlange;
     Web         = beamParts.Web;
     TopFlange   = beamParts.TopFlange;
     Bolster     = beamParts.Bolster;
     Slab        = beamParts.Slab;
     Reinforcing = beamParts.Reinforcing;
 }
示例#2
0
        static void Main(string[] args)
        {
            BeamParts beamParts = new BeamParts();
            //CompositeBeam beam = new CompositeBeam();
            List <Force> forces = new List <Force>();

            Console.WriteLine("Enter Bottom Flange Width : ");
            double width = Convert.ToDouble(Console.ReadLine());

            Console.WriteLine("Enter Bottom Flange Thickness : ");
            double depth = Convert.ToDouble(Console.ReadLine());

            beamParts.BotFlange = new BotFlange(width, depth, 50);

            Console.WriteLine("Enter Web Thickness : ");
            width = Convert.ToDouble(Console.ReadLine());
            Console.WriteLine("Enter Web Depth : ");
            depth         = Convert.ToDouble(Console.ReadLine());
            beamParts.Web = new Web(depth, width, 50);

            Console.WriteLine("Enter Top Flange Width : ");
            width = Convert.ToDouble(Console.ReadLine());
            Console.WriteLine("Enter Top Flange Thickness : ");
            depth = Convert.ToDouble(Console.ReadLine());
            beamParts.TopFlange = new TopFlange(width, depth, 50);

            Console.WriteLine("Enter Bolster Width : ");
            width = Convert.ToDouble(Console.ReadLine());
            Console.WriteLine("Enter Bolster Depth : ");
            depth             = Convert.ToDouble(Console.ReadLine());
            beamParts.Bolster = new Bolster(width, depth, 4);

            Console.WriteLine("Enter Slab Width : ");
            width = Convert.ToDouble(Console.ReadLine());
            Console.WriteLine("Enter Slab Depth : ");
            depth          = Convert.ToDouble(Console.ReadLine());
            beamParts.Slab = new Slab(width, depth, 4);

            Console.WriteLine("Enter Top Reinforcing Area : ");
            double area = Convert.ToDouble(Console.ReadLine());

            Console.WriteLine("Enter Top Reinforcing Dist to Top of Slab : ");
            double      distToSlab = Convert.ToDouble(Console.ReadLine());
            Reinforcing topReinf   = new Reinforcing(area, 60, distToSlab, true);

            beamParts.Reinforcing.Add(topReinf);

            Console.WriteLine("Enter Bottom Reinforcing Area : ");
            area = Convert.ToDouble(Console.ReadLine());
            Console.WriteLine("Enter Bottom Reinforcing Dist to Bottom of Slab : ");
            distToSlab = Convert.ToDouble(Console.ReadLine());
            Reinforcing botReinf = new Reinforcing(area, 60, distToSlab, false);

            beamParts.Reinforcing.Add(botReinf);

            Console.WriteLine("Please specify if beam is composite");
            Console.WriteLine("1 for Composite.");
            Console.WriteLine("2 for Non-composite.");
            Console.Write(":");

            string selection = Console.ReadLine();
            bool   composite = true;

            switch (selection)
            {
            case "1":
                composite = true;
                break;

            case "2":
                composite = false;
                break;

            default:
                Console.WriteLine("Invalid selection, beam assumed composite.");
                break;
            }

            Console.WriteLine("Please specify positive or negative moment");
            Console.WriteLine("1 for Positive Moment.");
            Console.WriteLine("2 for Negative Moment.");
            Console.Write(":");

            selection = Console.ReadLine();
            bool positiveMoment = true;

            switch (selection)
            {
            case "1":
                positiveMoment = true;
                break;

            case "2":
                positiveMoment = false;
                break;

            default:
                Console.WriteLine("Invalid selection, positive moment assumed.");
                break;
            }

            Console.WriteLine("Enter Non-composite Dead Load Moment : ");
            double M_D1 = Convert.ToDouble(Console.ReadLine());

            forces.Add(new Force(M_D1, 0, 0, 8, false));

            Console.WriteLine("Enter Composite Dead Load Moment : ");
            double M_D2 = Convert.ToDouble(Console.ReadLine());

            forces.Add(new Force(M_D2, 0, 0, 24, true));

            Console.WriteLine("Enter Composite Live Load Moment : ");
            double M_LL = Convert.ToDouble(Console.ReadLine());

            forces.Add(new Force(M_LL, 0, 0, 8, true));

            CompositeBeam beam = new CompositeBeam(beamParts);

            Console.WriteLine("Beam Area is {0} in^2", Math.Round(beam.Area(8, composite, positiveMoment), 4));
            Console.WriteLine("Beam Neutral Axis is {0} in", Math.Round(beam.NA_Elastic(8, composite, positiveMoment), 4));
            Console.WriteLine("Beam Elastic Moment of Inertia is {0} in^4", Math.Round(beam.I_Elastic(8, composite, positiveMoment), 4));
            Console.WriteLine("Beam Top Flange Elastic Section Modulus is {0} in^3", Math.Round(beam.S_Elastic(8, composite, positiveMoment, beam.TopFlange.TopLocation), 4));
            Console.WriteLine("Beam Bottom Flange Elastic Section Modulus is {0} in^3", Math.Round(beam.S_Elastic(8, composite, positiveMoment, beam.BotFlange.BotLocation), 4));
            Console.WriteLine("Beam Plastic Neutral Axis is {0} in", Math.Round(beam.NA_Plastic(composite, positiveMoment), 4));
            Console.WriteLine("Beam Plastic Moment is {0} kip-ft", Math.Round(beam.Mp(composite, positiveMoment), 4));
            //Console.WriteLine("Beam Plastic Neutral Axis is {0} in", Math.Round(beam.NA_Plastic(), 4));
            //Console.WriteLine("Beam Plastic Moment is {0} kip-ft", Math.Round(beam.Mp(), 4));
            Console.WriteLine("Q/I is {0}", Math.Round(beam.Q(8, composite, positiveMoment, beam.TopFlange.TopLocation) / beam.I_Elastic(8, composite, positiveMoment), 4));
            Console.WriteLine("Top Reinforcing Area = {0} at {1}", Math.Round(beam.Reinforcing[0].Area, 4), Math.Round(beam.Reinforcing[0].Location, 4));
            Console.WriteLine("Bottom Reinforcing Area = {0} at {1}", Math.Round(beam.Reinforcing[1].Area, 4), Math.Round(beam.Reinforcing[1].Location, 4));
            Console.WriteLine("Top flange stress = {0}, Bottom flange stress = {1}", Math.Round(ElasticProps.BeamStresses(forces, beam)[3], 4), Math.Round(ElasticProps.BeamStresses(forces, beam)[0], 4));
            Console.Read();
        }