Calculating Circular Flat Plates
Cross section size
A = π R2
Edge supported around the circumference, load distributed uniformly over the surface
Maximum stress
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Deflection
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Rotation at support position
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Edge fixed around circumference, load distributed uniformly over the surface
Maximum stress
![]()
Deflection
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Edge supported around the circumference, load concentrated at the center
Maximum stress
![]()
Deflection
![]()
Rotation at support position
![]()
Edge fixed around circumference, load concentrated at the center
Maximum stress
![]()
Deflection
![]()
Strength check
σmax ≤ Sy / ks
ks ≤ k
