Step 1: Recall the condition of equal principal stresses.
Let
\[
\sigma_1=\sigma_2=\sigma.
\]
When the principal stresses are equal, the state of stress is hydrostatic (or isotropic).
Step 2: Determine the stress on any plane.
Since the normal stress is the same in every direction and the shear stress is zero,
\[
\sigma_n=\sigma,
\qquad
\tau=0.
\]
Hence, the resultant stress on every plane is simply
\[
\boxed{\sigma.}
\]
Therefore,
\[
\boxed{(A)}
\]
is the correct answer.