Hi,
I need guidance on the Reinforcement Design of a Concrete Lift Station. I'm not a structural engineer, and do not have the proper software to do this design, so I just wanted to get an idea of what kind of Rebar Schedule you guys typically require. Any help would be greatly appreciated. Here are the details:
Normal Weight Concrete
10'8" Square x 23' Deep (Inside Dimensions)
16' Square x 12" Thick Base Slab
12" Walls
8" Lid w/ 67" x 101" Access Hatch
Here is what I had in mind, but I could be way off:
Base Slab: #4 @12 OC EW Double Mat
Walls: #5 @ 9" OC EW
Lid: #5 @ 9" OC EW
Thanks!
I need guidance on the Reinforcement Design of a Concrete Lift Station. I'm not a structural engineer, and do not have the proper software to do this design, so I just wanted to get an idea of what kind of Rebar Schedule you guys typically require. Any help would be greatly appreciated. Here are the details:
Normal Weight Concrete
10'8" Square x 23' Deep (Inside Dimensions)
16' Square x 12" Thick Base Slab
12" Walls
8" Lid w/ 67" x 101" Access Hatch
Here is what I had in mind, but I could be way off:
Base Slab: #4 @12 OC EW Double Mat
Walls: #5 @ 9" OC EW
Lid: #5 @ 9" OC EW
Thanks!