(III) A door 2.30 m high and 1.30 m wide has a mass of 13.0 kg. A hinge 0.40 m from the top and another hinge 0.40 m from the bottom each support half the door’s weight (Fig. 9–69). Assume that the center of gravity is at the geometrical center of the door, and determine the horizontal and vertical force components exerted by each hinge on the door.

Short Answer

Expert verified

The horizontal and vertical force components exerted by the top hinge are \(55.2\;{\rm{N}}\) and \(63.7\;{\rm{N}}\), respectively and the horizontal and vertical force components exerted by the bottom hinge are \(55.2\;{\rm{N}}\) and \(63.7\;{\rm{N,}}\) respectively

Step by step solution

01

Condition of static equilibrium

The mathematical expression for the translational equilibrium is given as:

\(\sum {F_{{\rm{net}}}} = 0\)

Here,\({F_{{\rm{net}}}}\)is the total force working on a system.

The mathematical expression for the rotational equilibrium is given as:

\(\sum {\tau _{{\rm{net}}}} = 0\)

Here,\({\tau _{{\rm{net}}}}\)is the net torque working on the system.

02

Given information

Given data:

The height of the door is\(h = 2.30\;{\rm{m}}\).

The width of the door is \(w = 1.30\;{\rm{m}}\).

The distance of the hinge point from the top and bottom is \(d = 0.40\;{\rm{m}}\).

The mass of the door is \(m = 13.0\;{\rm{kg}}\).

03

Evaluation of the horizontal component of the force exerted by the top hinge

Draw a free body diagram of the door.

Here, \({F_{{\rm{Ay}}}}\) is the vertical force at the top hinge, \({F_{{\rm{By}}}}\) is the vertical force at the bottom hinge, \({F_{{\rm{Ax}}}}\) is the horizontal force at the top hinge, and \({F_{{\rm{Bx}}}}\) is the horizontal force at the bottom hinge.

Since the hinge from the top and that from the bottom support half the door’s weight each, therefore you can write:

\({F_{{\rm{Ay}}}} = {F_{{\rm{By}}}} = \frac{1}{2}mg\)

Take torques about the bottom hinge, with the counterclockwise torques, as positive.

\(\begin{array}{c}\sum \tau = 0\\mg\frac{w}{2} - {F_{{\rm{Ax}}}}\left( {h - 2d} \right) = 0\\{F_{{\rm{Ax}}}} = \frac{{mgw}}{{2\left( {h - 2d} \right)}}\\{F_{{\rm{Ax}}}} = \frac{{\left( {13\;{\rm{kg}}} \right)\left( {9.8\;{{\rm{m}} \mathord{\left/{\vphantom {{\rm{m}} {{{\rm{s}}^{\rm{2}}}}}} \right.} {{{\rm{s}}^{\rm{2}}}}}} \right)\left( {1.3\;{\rm{m}}} \right)}}{{2\left[ {\left( {2.30\;{\rm{m}}} \right) - \left( {2 \times 0.4\;{\rm{m}}} \right)} \right]}}\\{F_{{\rm{Ax}}}} = 55.2\;{\rm{N}}\end{array}\)

04

Evaluation of the horizontal and vertical force components exerted by each hinge on the door

Apply the fore equilibrium condition along the horizontal direction.

\(\begin{array}{c}\sum {F_{\rm{x}}} = 0\\{F_{{\rm{Ax}}}} - {F_{{\rm{Bx}}}} = 0\\{F_{{\rm{Bx}}}} = {F_{{\rm{Ax}}}}\\{F_{{\rm{Bx}}}} = 55.2\;{\rm{N}}\end{array}\)

Apply the force equilibrium condition along the vertical direction.

\(\begin{array}{c}\sum {F_{\rm{y}}} = 0\\{F_{{\rm{Ay}}}} + {F_{{\rm{By}}}} - mg = 0\\{F_{{\rm{Ay}}}} + {F_{{\rm{By}}}} = mg\end{array}\)

As each hinge supports half the weight, therefore,

\(\begin{array}{c}{F_{{\rm{Ay}}}} = {F_{{\rm{By}}}} = \frac{1}{2}mg\\{F_{{\rm{Ay}}}} = {F_{{\rm{By}}}} = \frac{1}{2}\left( {13\;{\rm{kg}}} \right)\left( {9.8\;{{\rm{m}} \mathord{\left/{\vphantom {{\rm{m}} {{{\rm{s}}^{\rm{2}}}}}} \right.} {{{\rm{s}}^{\rm{2}}}}}} \right)\\{F_{{\rm{Ay}}}} = {F_{{\rm{By}}}} = 63.7\;{\rm{N}}\end{array}\)

Thus, the horizontal and vertical force components exerted by the top hinge are \(55.2\;{\rm{N}}\) and \(63.7\;{\rm{N}}\), respectively, and the horizontal and vertical force components exerted by the bottom hinge are \(55.2\;{\rm{N}}\) and \(63.7\;{\rm{N}}\), respectively.

Unlock Step-by-Step Solutions & Ace Your Exams!

  • Full Textbook Solutions

    Get detailed explanations and key concepts

  • Unlimited Al creation

    Al flashcards, explanations, exams and more...

  • Ads-free access

    To over 500 millions flashcards

  • Money-back guarantee

    We refund you if you fail your exam.

Over 30 million students worldwide already upgrade their learning with Vaia!

One App. One Place for Learning.

All the tools & learning materials you need for study success - in one app.

Get started for free

Most popular questions from this chapter

A tightly stretched horizontal “high wire” is 36 m long. It sags vertically 2.1 m when a 60.0-kg tightrope walker stands at its center. What is the tension in the wire? Is it possible to increase the tension in the wire so that there is no sag?

(II) The Achilles tendon is attached to the rear of the foot as shown in Fig. 9–73. When a person elevates himself just barely off the floor on the “ball of one foot,” estimate the tension\({F_{\bf{T}}}\) in the Achilles tend on (pulling upward), and the (downward) force\({F_{\rm{B}}}\) exerted by the lower leg bone on the foot. Assume the person has a mass of 72 kg and Dis twice as long as d.

(II) (a) What is the minimum cross-sectional area required for a vertical steel cable from which a 270-kg chandelier is suspended? Assume a safety factor of 7.0. (b) If the cable is 7.5 m long, how much does it elongate?

(I) A tower crane (Fig. 9–48a) must always be carefully balanced so that there is no net torque tending to tip it. A particular crane at a building site is about to lift a 2800-kg air-conditioning unit. The crane’s dimensions are shown in Fig. 9–48b. (a) Where must the crane’s 9500-kg counterweight be placed when the load is lifted from the ground? (The counterweight is usually moved automatically via sensors and motors to precisely compensate for the load.) (b) Determine the maximum load that can be lifted with this counterweight when it is placed at its full extent. Ignore the mass of the beam.

\(4194.8\;{\rm{kg}}\)

(III) Four bricks are to be stacked at the edge of a table, each brick overhanging the one below it, so that the top brick extends as far as possible beyond the edge of the table. (a) To achieve this, show that successive bricks must extend no more than (starting at the top) \(\frac{{\bf{1}}}{{\bf{2}}}{\bf{,}}\frac{{\bf{1}}}{{\bf{4}}}{\bf{,}}\frac{{\bf{1}}}{{\bf{6}}}\) and \(\frac{{\bf{1}}}{{\bf{8}}}\)of their length beyond the one below (Fig. 9–75a). (b) Is the top brick completely beyond the base? (c) Determine a general formula for the maximum total distance spanned by n bricks if they are to remain stable. (d) A builder wants to construct a corbeled arch (Fig. 9–75b) based on the principle of stability discussed in (a) and (c) above. What minimum number of bricks, each 0.30 m long and uniform, is needed if the arch is to span 1.0 m?

See all solutions

Recommended explanations on Physics Textbooks

View all explanations

What do you think about this solution?

We value your feedback to improve our textbook solutions.

Study anywhere. Anytime. Across all devices.

Sign-up for free