fatclue_98
Retired Moderator
I understand all too well the idea of fitting everything in a shoe box then wondering why it didn't fit as expected...
My favourite has to be the over engineering I've seen. It's a new trend. Not sure it's strong enough add 10% , still not sure? 20%
No idea where that came from. Seen it all over the place.
Oddly the current project I'm on is a weird combination. Over engineered structure (huge footings and beams, like 1970s style), under engineered concrete floor. I kid you not. This floor is holding several hundred tonnes of equipment as well.
The building is a right pain too for an electrical building. Haven't seen anything like it since the 1970s... The company who designed it has no concept of modern concrete design. Especially in industrial design.
Don't get me started on why we're using concrete...
Post-tensioned concrete is all we know in South Florida - hurricanes you know. Based on what I've seen in the last decade or so, monolithic slabs are a thing of the past on buildings less than 5 stories. Big-*** footers, ginormous grade beams and no room for underground piping. I'm talking 1'6" from bottom of slab to top of pile caps yet Florida Power & Light requires no less than 4' depth for all mains coming in or out of electrical rooms. Underground storm drains are usually 12-16" diameter on even mid-rise buildings with 40,000 sq. ft. roofs. That's stuffing 20 lbs. of s**t in a 5 lb. bag.