Eurocode

This technical report designs timber bending members, commonly referred to as rafters and joists, by ensuring the beam meets flexural, shear, bearing, deflection and vibration requirements. The analysis takes into account a notch at the support. All calculations are performed in accordance with Eurocode 5.

Calculate the required thickness and plan dimensions of a base plate for a steel I-section column in axial compression, according to Eurocode 3.

This tool analyzes the capacities and utilization factors of IPE and HE steel sections. It takes into account the effects of bending, shear, and axial compression or tension on the sections. All calculations follow the guidelines established in EN 1993-1-1 (2005) - Design of steel structures - Part 1-1: General rules and rules for buildings.