Thank you all for the responses.
I originally used A992 as an attempt to run the calculations considering a higher strength than A36. I appreciate the responses. I will be certain to specify A36 or A572 to clarify any confusion.
Because of my unfamiliarity with this type of application, I...
I am working on the preliminary design of a structure supporting a piece of equipment.
The support structure will be a 60" diameter pipe or circular plate with a thickness of 3/4". The height of this pipe (if it's fair to call it that) is 15' tall. The load magnitude is 35 kips and 322...
