public void Calculate(BeamUnderLoad beam)
{
PrestressingSteelParameters p = beam.Beam.PrestressingSteelParameters;
CrossSectionCalculatedCharacteristics ch = beam.CrossSectionCalculatedCharacteristics;
p0Max = Math.Min(0.8 * p.Fpk * ch.AreaAp, 0.9 * p.Fp01k * ch.AreaAp) / 10;
pM0Max = Math.Min(0.75 * p.Fpk * ch.AreaAp, 0.85 * p.Fp01k * ch.AreaAp) / 10;
pMtMax = 0.65 * p.Fpk * ch.AreaAp / 10;
}
public BeamUnderLoad()
{
beam.PropertyChanged += BeamPropertyChangedEventHandler;
crossSectionCalculatedCharacteristics = new CrossSectionCalculatedCharacteristics(this);
forces = new Forces(this);
maxForcesInActiveSteel = new MaxForcesInActiveSteel(this);
ranges = new Ranges(this);
technologicalLosses = new TechnologicalLosses(this);
adHocLosses = new AdHocLosses(this);
delayedLosses = new DelayedLosses(this);
sgn = new SGN(this);
shear = new Shear(this);
stirrups = new Stirrups(this);
sgu = new SGU(this);
conditions = new Conditions(this);
}