I was asked to design a flare stack structurally. The flare is going to be supported at two locations, at the base and about 1/2 of the way out. The flare stack is angled about 40 degrees at the end.
Now here is something that scares me. (I have designed low flow flare stacks before.) The...
Hi,
I just am trying to calculate a the shear resistance of an uncracked section using 1992-1-1:2004 Equation 6.4 and I am just confused with the wording for the first area of moment. It says:
"S is the first moment of area above and about the centroidal axis."
A couple of questions if the...
