Hi Everybody,
Does anyone have the design calculations for dimple jackets on stainless steel vessels? I dont think its adequately covered in the British Standards 5500 where it says
use as a flat plate & in doing so suggests a ludicrous pitching of 2.875" which is far too small a centre...
Does anyone have the formulae for working out the DEFLECTION of a BUILT IN BEAM with TWO POINT LOADS. I used to have this info., when I was a
student 50 years ago, but obviously cant remember it now. All the info. on the web only gives it with one load in the centre.
I would be very grateful for...