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Improvements in the ultimate limit state reports of aluminium sections

  • Check for shear buckling
    Within the shear checks carried out by the program, an additional check for shear buckling has been implemented for when the section web is slender.
  • Check for shear and bending
    When the shear effect in the calculation of the design bending moment is negligible, a justification text is generated.
  • Bending checks of elements
    When lateral buckling is negligible, a justification text is generated.
  • Torsion, shear, axial force, and biaxial bending checks of elements
    When the combined effect of torsion and shear is negligible, upon calculating the normal design forces, a justification text is generated.
  • Check for torsion
    The calculation of the plastic torsional modulus has been included in the checks for torsion, so a more precise analysis is carried out.
  • Sections with Iz > Iy
    It is now possible to check sections whose inertia in its Z-axis is greater than that of its Y-axis.