public RecProfile(double h, double b, IMaterial material, IBeam beam, ILoad load)
{
_height = h;
_widht = b;
if (h * b > _max_area)
{
_area = 0; throw new TooLargeArea(_max_area);
}
else
{
_area = h * b;
if (_area == 0)
{
throw new WrongDimensions();
}
}
_momentOFInertia = (b * Math.Pow(h, 3)) / 12;
_weight = _area * material.Density;
_fle_tension = (beam.maxMoment(load) + ((_weight * (Math.Pow(beam.Lenght, 2))) / 8)) / (_momentOFInertia / (h / 2));
_she_tension = (beam.maxForce(load) + beam.Lenght * _weight) * (1.5 * _height);
_fle_effort = _fle_tension / material.FlexuralStrenght;
_strenght = material.FlexuralStrenght;
_she_effort = _she_tension / material.ShearStrenght;
}
public I_Profile(double H, double B, double h, double t, IMaterial material, IBeam beam, ILoad load)
{
_height = H;
_widht = B;
_height2 = h;
_width2 = t;
hw = H - (2 * h);
bw = (B - t) / 2;
if (bw < 0 || hw < 0)
{
throw new WrongDimensions();
}
_area = (2 * B * h) + (t * (H - (2 * h)));
if (_area == 0)
{
throw new WrongDimensions();
}
if (_area > _max_area)
{
_area = 0; throw new TooLargeArea(_max_area);
}
_momentOFInertia = ((B * Math.Pow(H, 3)) / 12) - (2 * ((bw * Math.Pow(hw, 3)) / 12));
_weight = _area * material.Density;
_fle_tension = (beam.maxMoment(load) + ((_weight * (Math.Pow(beam.Lenght, 2))) / 8)) / (_momentOFInertia / (h / 2));
_she_tension = (beam.maxForce(load) + beam.Lenght * _weight) * (1.5 * hw);
_fle_effort = _fle_tension / material.FlexuralStrenght;
_strenght = material.FlexuralStrenght;
_she_effort = _she_tension / material.ShearStrenght;
}