A 12.0 m uniform beam is hinged to a vertical wall and held horizontally by a 5.
ID: 1466006 • Letter: A
Question
A 12.0 m uniform beam is hinged to a vertical wall and held horizontally by a 5.00 m cable attached to the wall 4.00 m above the hinge, as shown in the figure below (Figure 1) . The metal of this cable has a test strength of 1.20 kN , which means that it will break if the tension in it exceeds that amount.
Part A
What is the heaviest beam that the cable can support with the given configuration?
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Part B
Find the horizontal component of the force the hinge exerts on the beam.
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Part C
Find the vertical component of the force the hinge exerts on the beam.
Explanation / Answer
The torque of the cable about pivot point = the torque of the weight of the beam (equilibrium) about piviot point
(1200N)(3m)(sin53.13) = (mg)(6)(sin90).
m =48.9295 kg
Horizontal forces cancel out (equilibrium).
F(wall on beam- horizontal ) = F(horizontal of tension in the cable)
F(wall on beam-horizontal ) = (1200N)(cos53.13)
F( wall on beam-horizontal ) = 720 N
Vertical forces cancel out.
F(wall on beam-vertical) + (1200N)(sin53.13) = (48.9295kg)(9.81m/s^2).
F(wall on beam-vertical) = - 480 N
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