Solve 850-N Painter's Force on Stepladders

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An 850-N painter stands 1.20m from one end of a 3.00m scaffold, which weighs 250-N, while a 40-N paint can is positioned 0.50m from the opposite end. The total weight supported by the stepladders is 1140 N, leading to the equation F1 + F2 = 1140, where F1 and F2 are the forces exerted by the ladders. By calculating torque around the paint can end, the torque contributions from the painter, scaffold, and paint can yield the equation 3F2 = 1745, resulting in F2 being approximately 581.67 N. Consequently, F1 is calculated as approximately 558.33 N, completing the force analysis for the system.
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Hi, I'm kind of stuck on this problem and maybe you guys can help me. If so I greatly apreciate it.

An 850-N painter stands 1.20m from one end of a 3.00m scaffold supported at each end by a stepladder. The scaffold weighs 250-N and there is 40.0-N can of paint opposite the painter. How much force is exerted by each stepladder?
 
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im sorry.. the 40N can of paint is opposite the end of the painter and .50m away the that end
 
Let F1 be the force exerted by the ladder at the "paint can" end and F2 be the force exerted by the ladder at the "painter" end. The total weight of painter, scaffold, and paint can is 850+ 250+ 40= 1140 N. Since the scaffold does not fall, we must have
F1+ F2= 1140.

That's one equation in two unknowns. To get another, consider the torque around some point. In fact, we can eliminate one of the unknowns immediately by choosing to calculate the torque about one of the endpoints. The torque about the endpoint on the "paint can end", taking positive to be counterclockwise, is:
first the step ladder at that end is exerting force F1 but is distance 0 from the pivot: that contributes 0.
The paint can has weight 40 N and is 0.5 m from that end: torque -20 Nm (negative becaue it acts clockwise).
The scaffold has weight 250 N and we can take its weight at its center of gravity: the middle of the scaffold, 1.5 meters from the fulcrum: torque is -250(1.5)= -375 Nm.
The painter has weigth 750 N and is 1.2 meters from his end so 3-1.2= 1.8 m from the fulcrum: torque is -750(1.8)= -1350 Nm.
Finally, the other ladder is exerting F2 N upward 3 m from the fulcrum: torque is 3F2.

Since the whole system is not rotating, the total torque (about any point and, in particular, about the fulcrum used here) must be 0:
-20- 375-1350+ 3F2= 0 or 3F2= 1745 so F2= 581 2/3 N.
From F1+ F2= 1140, F1= 1140- 581 2/3= 558 1/3 N.
 
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