oszust
Mechanical
- Jun 22, 2004
- 1
I am trying to design a concrete pier and steel flooring for 11 acid retention tanks.
World view of Tank layout :::::* = rectangular formation
Tank Dim's: (D)12'x (H)30'
Live Weight of Tank: 300,000 lbs.
I have 33 W24X84 beams with 22 (T)1"X12'X12' steel plates acting as a uniform load distribution design.
My question is how big and deep and how many concrete piers there be to hold this massive load?
World view of Tank layout :::::* = rectangular formation
Tank Dim's: (D)12'x (H)30'
Live Weight of Tank: 300,000 lbs.
I have 33 W24X84 beams with 22 (T)1"X12'X12' steel plates acting as a uniform load distribution design.
My question is how big and deep and how many concrete piers there be to hold this massive load?