Let's go back to the fundamental concepts for defining a material.
Stiffness
A spring is modeled by the equation ##F=kx##, where ##F## is the force applied to the spring, ##x## is the spring displacement under that force and ##k## is the spring constant, i.e. what defines the spring such that ##k = \frac{F}{x}## is always true, no matter the force or the displacement.
A solid rod can be viewed as a very stiff spring than can deform under a force. With materials, we prefer to look at stress ##\sigma## and strain ##\epsilon## such that ##E = \frac{\sigma}{\epsilon}##, where ##E## is the elastic modulus.
Because the stress is defined as ##\tau = \frac{F}{A}## and the strain is defined as ##\epsilon = \frac{x}{L}##, where ##A## is the cross-sectional area of the rod and ##L## is the original length of the rod. Therefore:
$$E = \frac{\sigma}{\epsilon} = \frac{\frac{F}{A}}{\frac{x}{L}} = \frac{F}{x}\frac{L}{A} = k\frac{L}{A} $$
Since ##L## and ##A## are constants, then the elastic modulus is comparable to a spring constant, i.e. how stiff the material is.
In torsion, there are similar relations where:
##T = K\theta##: ##T## is the torque, ##K## is the torsional spring constant and ##\theta## is the angular displacement;
##G = \frac{\tau}{\gamma}##: ##G## is the shear modulus, ##\tau## is the shear stress and ##\gamma## is the shear strain;
##\tau = \frac{F}{A}= \frac{T}{r A}##: ##\tau## is the shear stress and ##r## is the rod radius;
##\gamma= \frac{x}{L} = \frac{\theta r}{L}##
And thus:
$$G = K \frac{L}{r^2 A}$$
Like for the «linear» case, since ##L##, ##A## and ##r## are constants, then the shear modulus is comparable to a torsional spring constant, i.e. how stiff the material is in torsion.
All of this to demonstrate to you that the elastic modulus (modulus of elasticity in OP) and shear modulus do not give anything as to when material will fail; it just tells how the material will deform.
Stress
I already introduced stress definitions, where the stress is defined by a force divided by the cross-sectional area of the rod. Note that with tensile stress, the force is perpendicular to the area, and with shear stress the force is in the same plane as the area.
The tensile stress is usually noted ##\sigma## and the shear stress ##\tau##. But there are somewhat related, because stresses can be measured in the 3 dimensional planes, so you may see ##\sigma_x, \sigma_y, \sigma_z, \tau_{xy}, \tau_{yz}, \tau_{xz}## (sometimes with ##1, 2, 3## instead of ##x, y, z##); With this notation, you may see ##\sigma## and ##\tau## use interchangeably, depending on the author.
Stress is something you can measure, like pressure for example.
Strength
The strength of a material is the stress limit that the material can endure before failing. There is usually a value for tensile strength and one for shear strength. For both of these strengths, there are also a yield strength and an ultimate strength. The ultimate strength is when the material breaks apart. The yield strength is when the material deforms to a point where when the force or torque is removed, the material doesn't go back to it's original shape, i.e. it doesn't react like a spring anymore because there is permanent plastic deformation.
When you want to evaluate when a material will fail, you always use the yield tensile strength and/or yield shear strength to determine when permanent damage occurs (a part should always go back to its original shape when the load is removed).
Conclusion
All the equations you will encounter will have the tensile stress or shear stress as a variable (again, Fs in your equation is the shear stress). But if you want to evaluate the maximum value the material can handle (for example, the maximum torque in your equation) then you must use the corresponding material yield strength (tensile or shear) for the stress variable in the equation.
So - in your equation - if the torque is greater than the one calculated with the yield shear strength, then you know the shear stress will exceed the material yield shear strength and thus, the part will fail.
All of this can be confusing because all of these values have units of pressure. But there are not the same. I suggest you go through some wikipedia articles to study those concepts a little further to better understand them.