TehMightyEngineer
Structural
- Aug 1, 2009
- 3,073
Got an interesting job and I'm interested if anyone has any good concepts on how to approach this.
Client has a 40 ft diameter concrete tank with an arched steel dome over it and is looking to replace the dome. The cover has to take large snow loads (~70 PSF ground snow) plus pedestrian loads. They got a price for an aluminum dome and it's fairly high so they're shopping around for alternative support structures.
So, I'm trying to come up with clever ways to do a precast structure that can be cost effective. We have a prestressing bed for slabs and small beams but it's limited to 18" depth. Any precast structural system ideas you folks think I should look at?
This is sort of the concept I was most leaning towards:
Professional and Structural Engineer (ME, NH, MA)
American Concrete Industries
Client has a 40 ft diameter concrete tank with an arched steel dome over it and is looking to replace the dome. The cover has to take large snow loads (~70 PSF ground snow) plus pedestrian loads. They got a price for an aluminum dome and it's fairly high so they're shopping around for alternative support structures.
So, I'm trying to come up with clever ways to do a precast structure that can be cost effective. We have a prestressing bed for slabs and small beams but it's limited to 18" depth. Any precast structural system ideas you folks think I should look at?
This is sort of the concept I was most leaning towards:
![URL]](https://res.cloudinary.com/engtips/image/fetch/w_800,c_lfill,q_auto,f_auto,g_faces:center/[URL unfurl="true"]http://img.archiexpo.com/images_ae/photo-g/103566-4229925.jpg[/URL])
Professional and Structural Engineer (ME, NH, MA)
American Concrete Industries