Two builders carry a sheet of drywall up a ramp.
Assume that W = 2.00 m, L = 3.10 m, theta = 23.0
This is basically a geometry problem.
Consider a bisector parallel to the W side that goes through the
center of mass CM. as the sheet is rotated, the point on the bottom
of the board that is directly below (vertically) the CM slides
toward the back. The angle between vertical and our bisector is ?;
we have a little triangle consisting of a vertical line through the
CM, the lower half of the bisector, and the length along the bottom
of the sheet representing the shift in the CM along the bottom.
Let's call that "x"; then
tan? = x / (W/2) = 2x / W, which rearranges to x = Wtan? / 2
Hopefully you could follow that, and hopefully I'm right!
Now it's basic statics. Sum the moments about the vertical through
the CM.
On the left, we've got the unknown force F and distance (L/2 -
x)cos?.
On the right we've got the known force P and distance (L/2 +
x)cos?. Then
F(L/2 - x)cos? = P(L/2 + x)cos? ? cos? cancels; sub for x from
above
F(L/2 - Wtan?/2) = P(L/2 + Wtan?/2) ? multiply through by 2
F(L - Wtan?) = P(L + Wtan?) ? and, finally,
F = P(L + Wtan?) / (L - Wtan?)
This looks like useful general result. For our values, then,
F = 181N * (3.1m + 2.0m*tan23) / (3.1m - 2.0m*tan23) = 318 N
B) Now F = P * (2.0m + 3.1m*tan23) / (2.0m - 3.1m*tan23) = 4.85
* P
But what is P? It can't be the same as before. The front guy
carries less, the rear guy carries more. We know from A that the
weight of the sheetrock is
F + P = 181N + 318N = 499 N, so
P = 499N - F. Plug that in:
F = 4.85(499N - F) = 2420N - 4.85F
5.85F = 2420N
F = 414 N
(so the front guy gets only 85 N !)
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