Question: In Figure 12-40, one end of a uniform beam of weight is hinged to a wall; the other end is supported by a wire that makes angles θ=30o with both wall and beam. (a) Find the tension in the wire and the (b) Find horizontal and (c) Find vertical components of the force of the hinge on the beam.

Short Answer

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Answer

  1. Tension in the wire is 192 N .
  2. The horizontal component of the force of the hinge on the beam, Fx=96.1N.
  3. The vertical component of the force of the hinge on the beam, Fy=55.5N.

Step by step solution

01

Understanding the given information

  1. The weight of the beam is, W = 222 N.
  2. The angle between the wall and the cable, θ=300
02

Concept and formula used in the given question

You use the concept of torque and Newton’s second law. By writing the equation for net torque and forces along the x and y directions for equilibrium, you can solve for the tension and force components.

03

(a) Calculation for the tension in the wire

You know that the wire makes an angle of 300 at a vertical, and the beam makes an angle of 600 at a vertical.

We can write the equation for net torque about the hinge as:

Torque=0TLsin30°-WL2sin60°=0

Rearranging for T, we get,

T=Wsin60°2sin30°

Substitute the values in the above expression, and we get,

T=222sin60°2sin30°=192N

Thus, the tension in the wire is 192 N.

04

(b) Calculation for the horizontal components of the force of the hinge on the beam

We can write the equation for net force in the x direction as,

Fx=0Fx-Tsin30°=0Fx=Tsin30°

Substitute the values in the above expression, and we get,

Fx=192sin300=96.1N

Thus, the horizontal component of the force of the hinge on the beam, Fx=96.1N.

05

(c) Calculation for the vertical components of the force of the hinge on the beam

We can write the equation for net force in the y direction as,

Fy=0Fy+Tcos30°-W=0Fy=W-Tcos30°

Substitute the values in the above expression, and we get,

Fy=222-192cos30°=55.5N

Thus, the vertical component of the force of the hinge on the beam,Fy=55.5N .

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Most popular questions from this chapter

Figure 12-84 shows a stationary arrangement of two crayon boxes and three cords. Box Ahas a mass of11.0 kg and is on a ramp at angle θ=30.box Bhas a mass of7.00 kg and hangs on a cord. The cord connected to box Ais parallel to the ramp, which is frictionless. (a) What is the tension in the upper cord, and (b) what angle does that cord make with the horizontal?

A uniform ladder is 10 m long and weighs 200 N . In Fig. 12-78, the ladder leans against a vertical, frictionless wall at heighth=8.0 m above the ground. A horizontal force is applied to the ladder at distance d=2.0 mfrom its base (measured along the ladder).

(a) If force magnitudeF=50 N , what is the force of the ground on the ladder, in unit-vector notation?

(b) IfF=150 N , what is the force of the ground on the ladder, also in unit-vector notation?

(c) Suppose the coefficient of static friction between the ladder and the ground is0.38 for what minimum value of the force magnitude Fwill the base of the ladder just barely start to move toward the wall?

In Fig. 12-25, suppose the length Lof the uniform bar is 3.00 mand its weight is200 NAlso, let the block’s weight W=300 Nand the angleθ=30.0° . The wire can withstand a maximum tension of500 N.(a)What is the maximum possible distance xbefore the wire breaks? With the block placed at this maximum x, what are the(b) horizontal and (c) vertical components of the force on the bar from the hinge at A?

Four bricks of length L , identical and uniform, are stacked on a table in two ways, as shown in Fig. 12-83 (compare with Problem 63). We seek to maximize the overhang distance h in both arrangements. Find the optimum distancesa1 ,a2 ,b1 , andb2 , and calculate hfor the two arrangements.

Figure 12-81 shows a 300 kg cylinder that is horizontal. Three steel wires support the cylinder from a ceiling. Wires 1 and 3 are attached at the ends of the cylinder, and wire 2 is attached at the center. The wires each have a cross-sectional area of2.00×106m2 . Initially (before the cylinder was put in place) wires 1 and 3 were2.0000 m2 long and wire 2 was 6.00 mmlonger than that. Now (with the cylinder in place) all three wires have been stretched. What is the tension in (a) wire 1 and (b) wire 2?

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