In:
Table 24 Formulas for shear, moment and deflection of flat circular plates of constant thickness
Cases 2e - 2h Annular Plate With Uniformly Distributed Pressure q Over the Portion from ro to a; Outer Edge Fixed
just after:
Maximum deflection (magnitude):
Y[(r-b)*100/in,i := y(r,i)
The above is wrong (e.g. change the values of a & b to 300mm, 77mm to see error)
substituting for "in" with 'b' - use
Y[(r-b)*100/b,i := y(r,i)
same again for
Maximum slope (magnitude):
S[(r-b)*100/in,i := theta(r,i)
=>
S[(r-b)*100/b,i := theta(r,i)
Maximum radial moment (magnitude):
Maximum tangential moment (magnitude):
Maximum shear (magnitude):
Maximum radial bending stress (magnitude):
Maximum radial bending stress (magnitude): [Traverse!]
etc.
Philip Oakley