Plate Bending
Plate Bending
(OP)
Does anyone have a formula to determine the maximum stress in a simply supported circular plate (supported on its full circumference), subject to a line load across its diameter.
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RE: Plate Bending
Also, check out earlier structural forum posts as I know there is a member who has automated Roark's formulas in a spreadsheet.
RE: Plate Bending
M=.206(w*R^2) w= uniform load ,R=radius
max deflect= .063(w*R^4)/D
D=.091*E*t^3
RE: Plate Bending
I have not found direct answer to your question in my quick exam of my books with tables. It is far easier to do the anlysis in FEM...except you want gauge a FEM solution, of course.