public async Task <IActionResult> CalculateInitAsync([FromBody] TransverzalneSileEc2Model 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
{
Vg = 35,
Vq = 50,
Ved = 0,
b = 25,
h = 40,
d1 = 4,
armLongitudinal = new
{
kom = 2,
diametar = 16,
},
armtype = "B500B",
betonClass = "C25/30",
s = 0,
m = 0,
u_diametar = 0,
addArm = new
{
kom = 1,
diametar = 16
}
}
}));
}
try
{
if (model == null)
{
throw new ArgumentException("Pogresno uneti podaci!");
}
var Result = new TransverzalneSileEc2ResultModel();
await Task.Run(() =>
{
Result = trans.CalculateInit(model);
});
return(Ok(Result));
}
catch (Exception e)
{
return(BadRequest(new { error = "Greska: " + e.Message }));
}
}
public async Task <IActionResult> CalculateInitAsync([FromBody] TransverzalneSileEc2Model model)
{
try
{
if (model == null)
{
throw new ArgumentException("Pogresno uneti podaci!");
}
var Result = new TransverzalneSileEc2ResultModel();
await Task.Run(() =>
{
Result = trans.CalculateInit(model);
});
//await Task.Delay(1000);
return(Ok(Result));
}
catch (Exception e)
{
return(BadRequest(new { error = "Greska: " + e.Message }));
}
}
public TransverzalneSileEc2ResultModel CalculateInit(TransverzalneSileEc2Model trans)
{
TransverzalneSileEc2ResultModel Result;
var beton = new BetonModelEC(trans.betonClass, 1);
var arm = ReinforcementType.GetArmatura().Where(n => n.name == trans.armtype).SingleOrDefault();
if (trans.settings != null)
{
beton = new BetonModelEC(trans.betonClass, trans.settings.alfa_cc, trans.settings.alfa_ct, trans.settings.y_c);
arm = ReinforcementType.GetArmatura(trans.settings.y_s).Where(n => n.name == trans.armtype).SingleOrDefault();
}
beton.ni = 0.85;
var armLong = new ReinforcementModelEC(trans.armLongitudinal.diametar, trans.armLongitudinal.kom);
bool armCalc = false;
if (trans.u_diametar != 0 && trans.m != 0 && trans.s != 0)
{
armCalc = true;
}
var g = new ElementGeometryTransversal()
{
b = trans.b,
h = trans.h,
d1 = trans.d1,
d2 = trans.d1,
As1 = new ReinforcementModelEC(trans.armLongitudinal.diametar, trans.armLongitudinal.kom),
unit = UnitDimesionType.cm
};
var f = new ForcesTransversal()
{
Ved = trans.Ved,
Vg = trans.Vg,
Vq = trans.Vq
};
var m = new Material()
{
beton = beton,
armatura = arm,
};
using (var t = new TransversalCalcEC2(g, f, m))
{
if (armCalc)
{
if (trans.alfa == null)
{
t.CalculateArmature(trans.m, trans.s, new ReinforcementModelEC(trans.u_diametar, 1));
}
else
{
t.CalculateArmature(trans.m, trans.s, new ReinforcementModelEC(trans.u_diametar, 1), trans.teta, (double)trans.alfa);
}
}
Result = new TransverzalneSileEc2ResultModel()
{
Result = t.ToString(),
s = t.Asw_min == 0 ? trans.s : t.s,
ListS = t.List_s,
ListM = t.List_m,
m = t.Asw_min == 0 ? trans.m : t.m,
teta = t.Θ,
alfa = t.alfa,
u_diametar = trans.u_diametar,
addArm_pot = t.As_add,
TransArm_pot = t.Asw,
minArm_pot = t.Asw_min,
IskorArm = t.IskoriscenostArmature / 100,
IskorBeton = t.IskoriscenostBetona / 100,
Errors = t.Errors
};
}
return(Result);
}
public TransverzalneSileEc2ResultModel CalculateInit(TransverzalneSileEc2Model trans)
{
TransverzalneSileEc2ResultModel Result;
var beton = TabeleEC2.BetonClasses.GetBetonClassListEC().Where(n => n.name == trans.betonClass).SingleOrDefault();
var arm = TabeleEC2.ReinforcementType.GetArmatura().Where(n => n.name == trans.armtype).SingleOrDefault();
var armLong = new TabeleEC2.Model.ReinforcementModelEC(trans.armLongitudinal.diametar, trans.armLongitudinal.kom);
bool armCalc = false;
if (trans.u_diametar != 0 && trans.m != 0 && trans.s != 0)
{
armCalc = true;
}
if (trans.Ved == 0)
{
using (var t = new CalculatorEC2Logic.TransverzalneSileEC2(
trans.b,
trans.h,
beton,
arm,
armLong,
trans.Vg,
trans.Vq,
trans.d1, 0, 0
))
{
if (armCalc)
{
t.CalculateArmature(trans.m, trans.s, new TabeleEC2.Model.ReinforcementModelEC(trans.u_diametar, 1));
}
Result = new TransverzalneSileEc2ResultModel()
{
Result = t.ToString(),
s = t.Asw_min == 0 ? trans.s : t.s,
ListS = t.List_s,
ListM = t.List_m,
m = t.Asw_min == 0 ? trans.m : t.m,
u_diametar = trans.u_diametar,
addArm_pot = t.As_add,
TransArm_pot = t.Asw,
minArm_pot = t.Asw_min,
IskorArm = t.IskoriscenostArmature,
IskorBeton = t.IskoriscenostBetona,
Errors = t.Errors
};
}
}
else
{
using (var t = new CalculatorEC2Logic.TransverzalneSileEC2(
b: trans.b,
h: trans.h,
beton: beton,
armatura: arm,
As1_model: armLong,
Ved: trans.Ved,
d1: trans.d1, Ng: 0, Nq: 0
))
{
if (armCalc)
{
t.CalculateArmature(trans.m, trans.s, new TabeleEC2.Model.ReinforcementModelEC(trans.u_diametar, 1));
}
Result = new TransverzalneSileEc2ResultModel()
{
Result = t.ToString(),
s = t.Asw_min == 0 ? trans.s : t.s,
ListS = t.List_s,
ListM = t.List_m,
m = t.Asw_min == 0 ? trans.m : t.m,
u_diametar = trans.u_diametar,
addArm_pot = t.As_add,
TransArm_pot = t.Asw,
minArm_pot = t.Asw_min,
IskorArm = t.IskoriscenostArmature,
IskorBeton = t.IskoriscenostBetona,
Errors = t.Errors
};
}
}
return(Result);
}
