public async Task <IActionResult> CalculateAsync([FromBody] SavijanjePravougaonogPresekaEC2Model model)
{
if (!ModelState.IsValid)
{
var allErrors = ModelState.Values.SelectMany(v => v.Errors);
return(BadRequest(
new {
message = "Invalid model",
error = allErrors.Select(v => v.ErrorMessage),
modelExp = new {
b = 25,
h = 40,
d1 = 6,
d2 = 4,
armtype = "B500B",
betonClass = "C25/30",
mg = 50,
mq = 30,
msd = 0,
ng = 50,
nq = 0,
nsd = 0,
mu = 0
}
}));
}
try
{
if (model == null)
{
throw new ArgumentException("Pogresno uneti podaci!");
}
var Result = new SavijanjePravougaonogPresekaEC2Model();
await Task.Run(() =>
{
Result = sav.Calculate(model);
});
return(Ok(Result));
}
catch (Exception e)
{
return(BadRequest(new { error = e.Message }));
}
}
public async Task <IActionResult> CalculateAsync([FromBody] SavijanjePravougaonogPresekaEC2Model model)
{
try
{
if (model == null)
{
throw new ArgumentException("Pogresno uneti podaci!");
}
var Result = new SavijanjePravougaonogPresekaEC2Model();
await Task.Run(() =>
{
Result = sav.Calculate(model);
});
return(Ok(Result));
}
catch (Exception e)
{
return(BadRequest(new { error = e.Message }));
}
}
public SavijanjePravougaonogPresekaEC2Model Calculate(SavijanjePravougaonogPresekaEC2Model input)
{
SavijanjePravougaonogPresekaEC2Model result = input;
if (input.Msd == 0)
{
using (CalculatorEC2Logic.SavijanjePravougaonogPresekaEC2 sav = new CalculatorEC2Logic.SavijanjePravougaonogPresekaEC2(
b: input.b,
h: input.h,
d1: input.d1,
d2: input.d2,
beton: TabeleEC2.BetonClasses.GetBetonClassListEC().Single(b => b.name == input.betonClass),
armatura: TabeleEC2.ReinforcementType.GetArmatura().Single(a => a.name == input.armtype),
Mg: input.Mg,
Mq: input.Mq,
Ng: input.Ng,
Nq: input.Nq,
kof: input.h == 0 ? TabeleEC2.KofZaProracunPravougaonogPresekaEC.GetItem_Full(input.mu) : null))
{
///Doo some thing
result.result = new SavijanjePravougaonogPresekaEC2Model.ResultModel()
{
kof = sav.KofZaProracunPravougaonogPreseka,
As1_pot = sav.As1_pot,
As2_pot = sav.As2_pot,
Msd = sav.Msd,
Msds = sav.Msds,
Nsd = sav.Nsd,
μSd = sav.μSd,
Result = sav.ToString(),
};
result.h = input.h == 0 ? sav.h : result.h;
}
}
else
{
using (CalculatorEC2Logic.SavijanjePravougaonogPresekaEC2 sav = new CalculatorEC2Logic.SavijanjePravougaonogPresekaEC2(
b: input.b,
h: input.h,
d1: input.d1,
d2: input.d2,
beton: TabeleEC2.BetonClasses.GetBetonClassListEC().Single(b => b.name == input.betonClass),
armatura: TabeleEC2.ReinforcementType.GetArmatura().Single(a => a.name == input.armtype),
Msd: input.Msd,
Nsd: input.Nsd,
kof: input.h == 0 ? TabeleEC2.KofZaProracunPravougaonogPresekaEC.GetItem_Full(input.mu) : null))
{
///Doo some thing
result.result = new SavijanjePravougaonogPresekaEC2Model.ResultModel()
{
kof = sav.KofZaProracunPravougaonogPreseka,
As1_pot = sav.As1_pot,
As2_pot = sav.As2_pot,
Msd = sav.Msd,
Msds = sav.Msds,
Nsd = sav.Nsd,
μSd = sav.μSd,
Result = sav.ToString(),
};
result.h = input.h == 0 ? sav.h : result.h;
}
}
return(result);
}
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);
}