Nope... but other than our cold climate issues, it's likely very small. I don't drive and whenever I go out, I usually use public transit. I don't run an air conditioner. I usually eat veggies and almost no beef... chicken and fish, mostly.
It's a Chinese form of socialism... and is working very well.
In the last 75 years they have gone from one of the poorest countries in the world to one of the top. Their retirement age is "China's current retirement age is 60 for men, 55 for women in white-collar jobs, and 50 for...
I often have 2 and sometimes 3... I live by drawing notes in lieu of specifications. Too often I've encountered old drawings where the specs are missing. On one major project in Winnipeg, the specs were inadvertently excluded from the Contract Set; the general notes saved the day. It was my...
On a per capita basis, their carbon footprint is about 1.5 less than the US (the US is #1 for countries greater than 100M population) and China is manufacturing nearly everything. The US has a higher per capita footprint and they produce nearly nothing. The recent Texas flooding is a consequence.
When you get into practice, you will find that you would retain the restraints for legal reasons, even if not necessary. If an owner/client wants you to do something that has no negative effect if it was removed... it stays. Should a failure occur, even for another reason, you would have no...
I had two different types of standard details... the ones that showed information like a stepped down footing. It could be applied to a drawing without modification.
The other type of standard detail might be a drawing sheet with an 'L' shaped stiffened slab foundation for a house. This would...
I used 0.5 as originally planned... the equivalent to a fairly 'dense' chainlink fence. I would suggest the porosity was approaching about 90%. The structure is low to the ground and is fairly sheltered. The steel components are not in a dense pattern. Also did not use 0.85 x DL for...
Closure on this... I've designed this with a reduced wind load based on an equivalent chain like fence resistance and I've used a 1/10 year return period wind load. I've designed the components for the full wind loading.
I've picked up another reference... ASCE 10... Design of Lattice Steel...
They are two different processes... The sulphate cause the formation on Etringite or gypsum which is expansive and causes the deterioration of the concrete.
Unless you have a lot of slab, I'd err on the conservative side. I'd go for and HS or HSb mix with a 30 or 35 MPa strength. Check with the geotekkie...
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."