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kev said:Of course they do not factor out. Why on erath should they? They do not factor out in the rest frame so there is no reason to think they should in the moving frame. Perhaps I should flesh out the equations more fully to make it clear.
In the rest frame:
Say we have 3 different springs all made of different materials with different cross sections and under different strains orientated at right angle to each and connected to common point.
[tex] f_x= E_xA_x\left({\Delta L_x / L_x}\right) [/tex]
[tex] f_y= E_yA_y\left({\Delta L_y / L_y}\right)[/tex]
[tex] f_z= E_zA_z\left({\Delta L_z / L_z}\right)[/tex]
The resultant force in the rest frame is:
[tex] \sqrt{\left(\left(E_xA_x\left({\Delta L_x / L_x}\right)\right)^2 + \left(E_yA_y\left({\Delta L_y / L_y}\right)\right)^2 + \left(E_zA_z\left({\Delta L_z / L_z}\right)\right)^2\right)}[/tex]
or more simply [tex] f = \sqrt{f_x^2+f_y^2+f_z^2} [/tex]
There is no implication in that last formula that the Delta L's cancel out. All the above is simple Newtonian physics that can be comfirmed in a school classroom with basic equipment.
In the moving frame:
[tex] F_x= E_xA_x{\left(\Delta L_x\sqrt{1-v^2/c^2}\right) / \left(L_x\sqrt
{1-v^2/c^2}\right)} = E_xA_x\left({\Delta L_x / L_x}\right) = f_x[/tex]
for the longitudinal force and
[tex] F_y= E_y \left(A_y\sqrt{1-v^/c^2}\right){\left({\Delta L_y / L_y\right) = E_yA_y\left({\Delta L_y / L_y}\right)\sqrt{1-v^2/c^2} = f_y\sqrt{1-v^2/c^2}[/tex]
[tex] F_z= E_z \left(A_z\sqrt{1-v^/c^2}\right){\left({\Delta L_z / L_z\right) = E_zA_z\left({\Delta L_z / L_z}\right)\sqrt{1-v^2/c^2} = f_z\sqrt{1-v^2/c^2}[/tex]
for the transverse case.
The total magnitude of the transformed forces is done by summing the vectors to get the resultant the same way it was done in the rest frame.
[tex] F = \sqrt{F_x^2+F_y^2+F_z^2} = \sqrt{f_x^2+\left(f_y\sqrt{1-v^2/c^2}\right)^2+\left(f_z\sqrt{1-v^2/c^2}\right)^2 }=\sqrt{f_x^2+(f_y^2+f_z^2)(1-v^2/c^2)[/tex]
That's better, it looks correct. You don't need the resultant, [tex]F[/tex], you already have the transforms for the components [tex]F_x,F_y,F_z[/tex]. Then, you can use the fact that [tex]A_x[/tex] transforms like [tex]F_x[/tex], [tex]A_y[/tex] transforms like [tex]F_y[/tex], so you don't need the funky vector area [tex]A[/tex] that you defined in order to prove that
[tex]P_x=p_x[/tex], [tex]P_y=p_y[/tex], etc. This proof is much cleaner.
Think about this. Imagine a cylinder of gas under pressure is contained at one end by a spring loaded piston. When the system is in equilibrium in the rest frame the pressure of the gas in the cylinder is equal to the (spring force)/(piston area). When we move relative to the cylinder (whatever its orientation) the piston does not move but we measure that the piston area has changed and so has the spring force. The pressure exerted by the spring loaded piston on the gas is (spring force)'/(piston area)' where the prime indicates transformed quantities. If the transformed pressure P' is not equal to (spring force)'/(piston area)' then the piston should move in the rest frame and Special Relativity is broken as a theory.
Therefore (if Special Relativity is a valid theory) we can calculate the transformed pressure in the cylinder simply by calculating the transform of (spring force)/(piston area).
That's not the point,of course SR is valid, no one challenges that. What I challenge is your attempt to model gas molecules as elastic rods (?!). You switched to this when I showed you that regular (dynamic) forces don't work.
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