CProf E - rev. 2.3.5
Supports detailing of cold formed profiles according to PN-EN 1993-1-1: June 2006, PN-EN 1993-1-3: August 2008 and PN-EN 1993-1-5: July 2008 with all updates. |
For given internal forces program calculates parameters of effective crossection, section resistance and whole member resistance.
Program accepts neither shear forces acting in xy plane (parallel to the flanges) nor torsional moments, however it takes care of a torsion resulted of excetricity of U.D.L. and concentrated forces acting in xz plane (parallel to the web).
Program accepts members with one or two cross ties or without cross ties at all. Member's and section's resistance is determined in critical places along the member.
Program allows any dimensions of a profile, including different radius of the corners and any deflection of edge stiffeners, but checks dimensions for compliance with standard's requirements. Automated verification of input data. Max. 6 load cases.
Wide choice of steel upon PN and ISO standards. Results in Polish or English.