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); }