public IActionResult GetListOfAllLines([FromBody] MiNi model)
{
if (model == null)
{
throw new System.ArgumentNullException(nameof(model));
}
try
{
var material = new Material()
{
beton = new BetonModelEC(model.material.betonClass),
armatura = ReinforcementType.GetArmatura().First(n => n.name == model.material.armtype),
};
var geometry = new ElementGeometry()
{
b = model.geometry.b,
d1 = model.geometry.d1,
d2 = model.geometry.d1,
h = model.geometry.h,
};
var cs = new CoeffService(material, geometry);
return(Ok(new SymmetricalReinfByClassicMethod(material, geometry).GetAllLines(cs)));
}
catch (System.Exception ex)
{
return(BadRequest(new { error = ex.Message }));
}
}
public async Task <List <CoeffForCalcRectCrossSectionModelEC> > GetKofZaProracunPravougaonogPresekaAsync([FromBody] MaterialModel model)
{
var kofList = new List <CoeffForCalcRectCrossSectionModelEC>();
var material = new Material()
{
beton = new BetonModelEC(model.betonClass),
armatura = ReinforcementType.GetArmatura().First(n => n.name == model.armtype),
};
var geometry = new ElementGeometry()
{
b = model.b,
d1 = model.d1,
d2 = model.d2,
h = model.h,
};
var cService = new CoeffService(material, geometry);
await Task.Run(() =>
{
kofList = cService.GetList();
});
return(kofList);
}
public SavijanjePravougaonogPresekaEC2Model Calculate(SavijanjePravougaonogPresekaEC2Model input)
{
IBetonModel beton;
IReinforcementTypeModel armatura;
SavijanjePravougaonogPresekaEC2Model result = input;
if (input.settings != null)
{
beton = new BetonModelEC(input.betonClass, input.settings.alfa_cc, input.settings.alfa_ct, input.settings.y_c);
armatura = ReinforcementType.GetArmatura(input.settings.y_s).Single(a => a.name == input.armtype);
}
else
{
beton = new BetonModelEC(input.betonClass);
armatura = ReinforcementType.GetArmatura().Single(a => a.name == input.armtype);
}
if (beton == null)
{
throw new System.ArgumentNullException(nameof(beton), "cant be null");
}
if (armatura == null)
{
throw new System.ArgumentNullException(nameof(armatura), "cant be null");
}
var geometry = new ElementGeometry()
{
b = input.b,
h = input.h,
d1 = input.d1,
d2 = input.d2
};
var cs = new CoeffService(new Material {
armatura = armatura, beton = beton
}, geometry);
using (CalculatorEC2Logic.BendingRectangularCrossSectionEC2 sav = new CalculatorEC2Logic.BendingRectangularCrossSectionEC2(
material: new Material()
{
beton = beton,
armatura = armatura
},
geometry: geometry,
forces: input.Msd == 0 ?
new CalculatorEC2Logic.ForcesBendingAndCompressison(1.35 * input.Mg + 1.5 * input.Mq, 1.35 * input.Ng + 1.5 * input.Nq) :
new CalculatorEC2Logic.ForcesBendingAndCompressison(input.Msd, input.Nsd),
kof: input.h == 0 ? cs.GetByμ(input.mu) : null))
{
///Doo some thing
result.result = new SavijanjePravougaonogPresekaEC2Model.ResultModel()
{
coef = sav.KofZaProracunPravougaonogPreseka,
As1_req = sav.As1_pot,
As2_req = sav.As2_pot,
Msd = sav.Forces.Msd,
Msds = sav.Forces.Msds(sav.Geometry.h, sav.Geometry.d1),
Nsd = sav.Forces.Nsd,
μSd = sav.KofZaProracunPravougaonogPreseka.μRd,
Result = sav.ToString(),
};
result.h = input.h == 0 ? sav.Geometry.h : result.h;
}
return(result);
}
