A uniform beam of mass $M = 20$ kg and length $L = 6$ m rests with its ends on two supports $A$ and $B$. A load of mass $m = 60$ kg hangs from the beam at a distance $a = 2$ m from support $A$ (see the figure). Find the support reactions $N_A$ and $N_B$. Take $g = 10$ m/s².
The beam is in equilibrium: the net force is zero and the net torque about any axis is zero. The weight $Mg$ of the uniform beam acts at its midpoint.
1. Vertical forces:
$$N_A + N_B = Mg + mg = 200 + 600 = 800 \text{ N}$$2. Torques about support $A$ (so $N_A$ drops out). The torque of $N_B$ turns the beam counterclockwise, the torques of the weights turn it clockwise:
$$N_B L - Mg\,\frac{L}{2} - mg\,a = 0$$$$N_B = \frac{Mg\,\frac{L}{2} + mg\,a}{L} = \frac{200 \cdot 3 + 600 \cdot 2}{6} = 300 \text{ N}$$3. Then
$$N_A = 800 - N_B = 500 \text{ N}$$Check with torques about $B$: $N_A L - mg(L - a) - Mg\,\frac{L}{2} = 3000 - 2400 - 600 = 0$ — correct.
$N_A = 500$ N, $N_B = 300$ N