
William W. answered 11/19/24
Experienced Tutor and Retired Engineer
You could make a sketch that might look like this:
With the lower portion having the loads on it. I put the rotational point at the right support.
The WL is the weight of the left portion of the beam (left of the rotational point). That weight is 2/3 of the whole so it is (2/3)(113)(9.8) = 738.3 N and the distance from the rotational point is 5/3 or 1.667 m so the torque it supplies is (738.3)(1.667) = 1230.4 Nm.
The FL is the force the left support provides to the beam and is what we are solving for. The torque it provides is (FL)((1.667) = 1.6667FL but is negative since it provides a clockwise torque so -1.6667FL
Since both FR and WG are at the rotational point, they provide no torque.
WR is the weight of the right portion of the beam and is (1/3)(113)(9.8) = 369.13 N and the distance from the rotational point is half of 1/3 of the beam length or (1/6)(5) = 0.8333 m therefore the torque it supplies is (369.13)(0.8333) = 307.6 Nm but it is negative since it provides a clockwise torque.
Since there is no rotation happening, the sum of the torques is zero:
∑τ = 0 = 1230.4 - 1.6667FL - 307.6
1.6667FL = 922.83
FL = 554 N