Exemple #1
0
        private static void test22()
        {
            var g = new ElementGeometySlenderness()
            {
                b         = 25,
                h         = 25,
                izvijanje = Izvijanja.Pokretan_I_Ukljeste,
                d1        = 4,
                L         = 400,
            };
            var f = new ForcesSlenderness()
            {
                N        = 85.725,
                M_top    = 0,
                M_bottom = 0,
            };
            var m = new Material()
            {
                beton    = TabeleEC2.BetonClasses.GetBetonClassListEC().First(n => n.name == "C30/37"),
                armatura = ReinforcementType.GetArmatura().First(n => n.name == "B500B"),
            };
            var v = new VitkostEC2_V2(g, f, m);

            v.Calculate();
            v.KontrolaCentPritPreseka();
            v.ProracunArmature();
        }
Exemple #2
0
        private static void test12()
        {
            var g = new ElementGeometySlenderness()
            {
                b         = 30,
                h         = 40,
                izvijanje = Izvijanja.Ukljesten_Sa_Jedne,
                d1        = 4,
                L         = 350,
            };
            var f = new ForcesSlenderness()
            {
                N     = 457.5,
                M_top = 20.25,
                //M_bottom = 50,
            };
            var m = new Material()
            {
                beton    = TabeleEC2.BetonClasses.GetBetonClassListEC().First(n => n.name == "C25/30"),
                armatura = ReinforcementType.GetArmatura().First(n => n.name == "B500B"),
            };
            var v = new VitkostEC2_V2(g, f, m);

            //v.φ_ef = 3;
            v.Calculate();
            v.KontrolaCentPritPreseka();
            v.ProracunArmature();
        }
        public ActionResult PostIzracunaj([FromBody] VitkostModel model)
        {
            if (!ModelState.IsValid)
            {
                var allErrors = ModelState.Values.SelectMany(x => x.Errors);
                return(BadRequest(
                           new
                {
                    message = "Invalid model",
                    error = allErrors.Select(x => x.ErrorMessage),
                    modelExp = new VitkostModel()
                    {
                        Slenderness = "Ukljesten sa jedne",
                        k = 2,
                        N = 1620,
                        M_top = -38.5,
                        M_bottom = 38.5,
                        L = 375,
                        b = 30,
                        h = 30,
                        d1 = 4,
                        armtype = "B500B",
                        betonClass = "C25/30",
                        result = null
                    },
                }));
            }
            try
            {
                var geo = new ElementGeometySlenderness()
                {
                    b    = model.b,
                    h    = model.h,
                    d1   = model.d1,
                    d2   = model.d1,
                    L    = model.L,
                    k    = model.k,
                    unit = UnitDimesionType.cm
                };
                var forces = new ForcesSlenderness(geo.li, geo.h)
                {
                    NEd      = model.N,
                    M_bottom = model.M_bottom,
                    M_top    = model.M_top
                };
                var beton = new BetonModelEC(model.betonClass);
                beton.ni = 0.85;
                var material = new Material()
                {
                    beton    = beton,
                    armatura = ReinforcementType
                               .GetArmatura()
                               .Single(a => a.name == model.armtype)
                };
                var v = new SlendernessEC2(geo, forces, material);

                v.Calculate();
                v.KontrolaCentPritPreseka();
                v.ProracunArmature();

                model.result = v.ToString();

                return(Ok(model));
            }
            catch (System.Exception ex)
            {
                return(BadRequest(new { error = ex.Message }));
            }
        }