Opening in Tall Heavy Cylinder
Opening in Tall Heavy Cylinder
(OP)
Hello, have an empty steel cylinder 2.6m diameter, approx 50m tall with 25mm wall. It's a piece of process plant. Need to cut an opening near base of cylinder approx 1000 x 1500mm. There is approx 90Te dead weight above the opening. Do you think I need to reinforce hole to support dead weight, prevent bucking or other fairly catastrophic failure modes? There is mo conventional hoop stress as cylinder is empty.
Appreciate your thought! Matthew.
Appreciate your thought! Matthew.





RE: Opening in Tall Heavy Cylinder
RE: Opening in Tall Heavy Cylinder
What is the shape and which of those dimensions are vertical and circumferential?
You also need to consider bending and moments as I guess this is some sort of chimney?, hence subject to wind loading etc.
Sounds a bit like an FEA job to me but I can't see how you can really just cut out this sort of size hole without some decent re-inforcement.
we have about 5% of the required information here....
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RE: Opening in Tall Heavy Cylinder
Everyone I have seen has had a frame reinforcement
Find the calculation method contained in ASME STS-1–2006, the design guideline for steel stacks.
MJCronin
Sr. Process Engineer