Steel design check
Steel sections can be designed for three types of design checks ULS, SLS and Fire.
The steel ULS design check includes Bending moment (EN 1993-1-1 6.2.5), shear (EN 1993-1-1 6.2.6), combined bending and shear (EN 1993-1-1 6.2.8) and lateral torsional buckling (EN 1993-1-1 6.3.2.4).
The SLS design check includes a deflection analysis and a natural frequency analysis where thresholds can be specified by the user.
The Steel fire design check includes reduction factors (EN 1993-1-2 3.2.1), Bending moment (EN 1993-1-2 4.2.3.3), shear (EN 1993-1-24.2.3.3) and Lateral torsional buckling (EN 1993-1-2 4.2.3.3).
Timber design check
Timber sections can be designed for ULS and SLS.
The timber ULS design check includes bending (EN 1995-1-1 6.1.6), shear (EN 1995-1-1 6.1.7) and lateral torsinal buckling (EN 1995-1-1 6.3.3).
The SLS design check includes deflection analysis and a natural frequency analysis.
Concrete design check
Concrete sections can be designed for ULS and SLS.
The concrete ULS design check includes bending moment (EN 1992-1-1 6.1), shear capacity both without or with shear reinforcement (EN 1992-1-1 6.2.2 or EN 1992-1-1 6.2.2 respectively) and rotational capacity (EN 1992-1-1 5.6.3)
The SLS design check includes deflection, crack width, natural frequency and stress limitation. It is possible for the user to define whether to include creep and shrinkage in the SLS calculation.
Custom design check
Custom materials can be checked for both bending moment and shear if the appropriate section capacities are defined by the user. Furthermore, the deflection and natural frequency can be checked.