Electric Busses....
https://www.wri.org/insights/countries-electrifying-bus-fleets-fastest?apcid=006720f99ec2b54acbb90406&utm_campaign=systemschangelab&utm_medium=email&utm_source=newsletter
In response to your question...
Not at all, but I'll check.
Reply back....
"To weld to CSA W59, a weld procedure qualification will need to be completed prior to welding the structural parts. That being said, it shouldn’t be an issue welding with 7018/ ER70."
Thanks HTURKAK... I've decided to go for the full wind value. The centroid of the load is close to the corner and unless I can get someone to measure it, my assumption will be a bit of a guess. If it's assembled I'll get them to balance it on an L3x3 to determine the centroid. I haven't done...
Any suggestions on how to apply a wind load to this. I was thinking about using the area of the top with a wind load using half the wind load value. It's not secured. Stability is provided by concrete blocks. It's going to be displayed and used by the public. The height is about 15'.
Freezing water can develop a compression force of 2ksi. 9000 ksi concrete has a tensile capacity of about 1/10 the f'c or about 900 psi... as you note, guess who wins. In Winnipeg (quite a bit different than Florida) I usually spec 5% to 7%.
The air also helps with the workability.
3% is the...