示例#1
0
        public double GetWebPlastificationFactorForTensionRpt(FlexuralCompressionFiberPosition compressionFiberPosition)
        {
            double Rpt = 0.0;

            double Mp = GetMajorNominalPlasticMoment();
            double Myt = GetTensionFiberYieldMomentMyt(compressionFiberPosition);

            double hc = Gethc(compressionFiberPosition);
            double tw = this.Gettw();

            ShapeCompactness.IShapeMember compactness = new ShapeCompactness.IShapeMember(Section, IsRolledMember, compressionFiberPosition);
            double lambdaWeb = compactness.GetWebLambda();
            double lambdapw = compactness.GetWebLambda_p(StressType.Flexure);
            double lambdarw = compactness.GetWebLambda_r(StressType.Flexure);

            //double lambda = hc / tw;
            double lambda = compactness.GetWebLambda();

            if (lambda <= lambdapw)
            {
                Rpt = Mp / Myt; //(F4-16a)
            }

            else
            {
                Rpt = Mp / Myt - (Mp / Myt - 1) * ((lambda - lambdapw) / (lambdarw - lambdapw)); //(F4-16b)
            }


            return Rpt;
        } 
 public double GetLambdaWeb()
 {
     double Lambda = 0.0;
     compactness = new ShapeCompactness.IShapeMember
     (this.Section, this.isRolledMember, FlexuralCompressionFiberPosition.Top);
     // for web location of compression fiber does not matter
     Lambda = compactness.GetWebLambda();
     return Lambda;
 }