Tank, Vessel on foundation Anchor, Concrete Design with Overstrength factor (ACI 318-14, ASCE 7-16)
I believe that there are many previous post on this issue.
However, I would like to get other engineer's opinions.
Here in after I will use "ACI" for ACI 318-14, "ASCE" for ASCE 7-16.
To be...
Hello
Another simple question that I wonder is
PCA Example No.1 they mentioned about "Steel required for direct tension in long wall"
Steel required : [A][/s]=[N][/u]/(0.9 X [f][/y])
Where does this formula come from?
I've found "ACI 350-06 Clause 11.7.4 Shear-friction design method"...
I have a question about the PCA Rentangular Tank Example.
In the First Example
Design Information
Dimension : 30ft X 20ft X 10 ft
Wall thickness : 18 in.
There is Shear Strength (Vc)
Vc = 2 X [fc][/0.5] X b X d -> I belive that it has came from ACi 350-06 11.3.1.1
d = effective depth =...
