Luike
Mechanical
- Aug 9, 2007
- 25
Dear Coleagues:
I'm a begginer in this kind of forum but i need a specific
help.
I'm checking effect due supports in equipment but this one have 3 support. I've calculated loads and moments due to weigth on each support using 3 moments methods (this equipments is almost simmetric, no changes in diameters or thickness).
Just when I try to apply zick analysis for to determine stresses on several parts of equipments i find doubts. I don't know exactly how this method could be applied but i guess I must take more loaded saddle and its neighbour and taking in account moments and loads on respective saddles and forcing the following equation to be equal to zero.
A^3+M*L/Q*A-0.5*R2 = 0
where A = distance between tangent line and support (it should be change to force this result, it is a iteration result of value)
M = moment on saddle
L = distance between saddles used in calculation
R = radius of vessel
with this value of "A" , I proceed to calculate all stresses.
Please, send me your oppinion about it or advise me another method to apply.
Thanks in advance for your best efforts and best regards
Luike
I'm a begginer in this kind of forum but i need a specific
help.
I'm checking effect due supports in equipment but this one have 3 support. I've calculated loads and moments due to weigth on each support using 3 moments methods (this equipments is almost simmetric, no changes in diameters or thickness).
Just when I try to apply zick analysis for to determine stresses on several parts of equipments i find doubts. I don't know exactly how this method could be applied but i guess I must take more loaded saddle and its neighbour and taking in account moments and loads on respective saddles and forcing the following equation to be equal to zero.
A^3+M*L/Q*A-0.5*R2 = 0
where A = distance between tangent line and support (it should be change to force this result, it is a iteration result of value)
M = moment on saddle
L = distance between saddles used in calculation
R = radius of vessel
with this value of "A" , I proceed to calculate all stresses.
Please, send me your oppinion about it or advise me another method to apply.
Thanks in advance for your best efforts and best regards
Luike