Recent content by Hoser415

  1. H

    Shear stress in an annular plate

    In order to calculate the maximum deflection I'm assuming you use the Ky values in the table for this particular case and use the formula y=Ky*(w*a^3)/D, but for this case I'm in between the k values given, do you know of another place that has a table of more k values or where I might find a...
  2. H

    Shear stress in an annular plate

    Thanks so much, that makes sense.
  3. H

    Shear stress in an annular plate

    Sorry I mean Qa gets negative at some point as r0 approaches a. Also my w= 6162 lbs/in giving me a Qb of ~7213 and a Qa of ~ -1233
  4. H

    Shear stress in an annular plate

    That is exactly what I used, However here is my problem. w is a positive number, and for constants come out to a number that is greater than one. Therefore Qb is greater than w, which makes sense as it is on a smaller radius than w. However, this means that Qb*(b/a)-w*(ro/a) makes Qa a...
  5. H

    Shear stress in an annular plate

    Hi Everyone, I am having a problem finding the shear stresses in an annular plate. The problem is as follows. I have an annular plate with outer radius a, inner radius b. Outer and inner edges are fixed. I also have an annular line load at radius r. I am trying to calculate the shear...
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