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();
}
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 }));
}
}