Hi everyone,
I’m looking into wind forces on lighting columns and would like to illustrate my calculations with some graphics… Wondering whether anyone has an off-the-shelf script they could share? Here are the features I’d ideally like to implement
- Up to 16m tall
- Constant or tapered section
- Cylindrical, hexagonal (6-) ,8,10,12,13,14,15,16,17,18-sided sections
- 0 to 4 horizontal or inclined boom arms
- A simple luminaire at the end of each boom arm
- Steel, Aluminium, Concrete, Wood
