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;
}
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);
}
