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();
}
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();
}