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11.59:<br />

a) ∑τ = 0,<br />

axis at lower end of beam<br />

Let the length of the beam be L.<br />

⎛ L ⎞<br />

T(sin 20°<br />

) L = −mg⎜<br />

⎟cos<br />

40°<br />

= 0<br />

⎝ 2 ⎠<br />

1<br />

mg cos 40°<br />

2<br />

T =<br />

= 2700 N<br />

sin 20°<br />

b) Take +y upward.<br />

∑ F y<br />

= 0 gives n − w + T sin 60°<br />

= 0 so n = 73.6 N<br />

∑ Fx = 0 gives fs<br />

= T cos60°<br />

= 1372 N<br />

fs<br />

1372 N<br />

f<br />

s<br />

= µ<br />

sn, µ<br />

s<br />

= = = 19<br />

n 73.6 N<br />

The floor must be very rough for the beam not to slip.<br />

11.60: a) The center of mass of the beam is 1.0 m from the suspension point. Taking<br />

torques about the suspension point,<br />

w ( 4.00 m) + (140.0 N)(1.00 m) = (100 N)(2.00 m)<br />

(note that the common factor of sin 30 ° has been factored out), from which w = 15.0 N.<br />

b) In this case, a common factor of sin ° 45 would be factored out, and the result<br />

would be the same.

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