A rod of length L and mass M is acted on by two unequal forces F1 and F2 (> F1) as shown in the following figure
The tension in the rod at a distance y from the end A is given by
F11−yL+F2yL
F21−yL+F1yL
F1−F2yL
none of these
a=F2−F1M m=yM1 T−F1=ma=F2−F1MyML T=F1+F2−F1yL ∴T=F11−yL+F2yL