RC Continuous Beam with Cantilevers — EN 1992 Design
Analysis and design of a 250 × 500 mm reinforced-concrete beam over two supports with cantilevers at both ends, to EN 1992-1-1:2004.
Scope of work
- Geometry: 6.5 m main span with 2.1 m and 1.8 m cantilevers, R 250 × 500 section, C30 concrete
- Loading: permanent 20.3 kN/m and variable 15.5 kN/m plus self weight
- Strength combination 1.35G + 1.5Q + 1.5RQ with deflection results
- Member analysis and design in Tekla Tedds
Drawings & calculations
1 sheet from the project — click any sheet to view it full size.