Esempio n. 1
0
        public IBeamCope GetCope(BeamCopeCase BeamCopeCase, double d, double b_f, double t_f, double t_w, double d_c, double c, double F_y, double F_u)
       {
           ISteelMaterial material = new SteelMaterial(F_y, F_u, SteelConstants.ModulusOfElasticity, SteelConstants.ShearModulus);
           ISectionI section = new SectionI(null, d, b_f, t_f, t_w);
           IBeamCope cope=null;
           switch (BeamCopeCase)
           {
               case BeamCopeCase.Uncoped:
                   cope = new BeamUncoped(section, material);
                   break;
               case BeamCopeCase.CopedTopFlange:
                   cope = new BeamCopeSingle(c, d_c, section, material);
                   break;
               case BeamCopeCase.CopedBothFlanges:
                   cope = new BeamCopeDouble(c, d_c, section, material);
                   break;
           }
           return cope;

       }
Esempio n. 2
0
        public IBeamCope GetCope(BeamCopeCase BeamCopeCase, double d, double b_f, double t_f, double t_w, double d_c, double c, double F_y, double F_u)
        {
            ISteelMaterial material = new SteelMaterial(F_y, F_u, SteelConstants.ModulusOfElasticity, SteelConstants.ShearModulus);
            ISectionI      section  = new SectionI(null, d, b_f, t_f, t_w);
            IBeamCope      cope     = null;

            switch (BeamCopeCase)
            {
            case BeamCopeCase.Uncoped:
                cope = new BeamUncoped(section, material);
                break;

            case BeamCopeCase.CopedTopFlange:
                cope = new BeamCopeSingle(c, d_c, section, material);
                break;

            case BeamCopeCase.CopedBothFlanges:
                cope = new BeamCopeDouble(c, d_c, section, material);
                break;
            }
            return(cope);
        }