Question

1. The three ropes in the figure are tied to a small, very light ring. Two of the ropes are anchored to walls at right angles, and the third rope pulls as shown. What are T1and T2, the magnitudes of the tension forces in the first two ropes?

Image for 1. The three ropes in the figure are tied to a small, very light ring. Two of the ropes are anchored to walls

A. T1=

B T2=

3. The two angled ropes used to support the crate in the figure below can withstand a maximum tension of 1700N before they break.

Image for 1. The three ropes in the figure are tied to a small, very light ring. Two of the ropes are anchored to walls

A. What is the largest mass the ropes can support?

3. The forces in the figure are acting on a 3.3kg object.

Image for 1. The three ropes in the figure are tied to a small, very light ring. Two of the ropes are anchored to walls

A. Find the value of ax, the x-component of the object's acceleration.

B. Find the value of ay, the y-component of the object's acceleration.

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Answer #1
Concepts and reason

The required concepts to solve the problem are tension, force and vectors.

First, form an equation for force in the vertical and horizontal direction. Solving these equations will give the tensions in the ropes.

By forming the equation for force in the horizontal direction, find the tension in the second rope. Substituting this tension in the equation of force in the vertical direction, the largest mass the ropes can support can be found.

From the given forces, find the angle made by the unknown force. Then find the unknown force using the given forces. By forming the equation of force in the vertical and horizontal direction, the accelerations can be found.

Fundamentals

A vector is a physical quantity with both magnitude and direction. The main examples of vectors are force and velocity. A vector can be resolved into components. If the angle made by the vector is with respect to the horizontal, then the horizontal component of the vector is the cosθ\cos \theta component and the vertical component of the vector is the sinθ\sin \theta component.

Force is the product of mass and acceleration. Tension is the state of being stretched tight. Force is given as

F=maF = ma

Here, mm is the mass and aa is the acceleration.

The resultant of two vectors is given as

v=vx2+vy2\vec v = \sqrt {v_x^2 + v_y^2}

(A)

Along the horizontal direction, the net force is,

ΣFx=(100N)cos30T1\Sigma {F_x} = \left( {100\,{\rm{N}}} \right)\cos 30^\circ - {T_1}

Here, Fx{F_x} is the force in the horizontal direction and T1{T_1} is the tension of rope 1.

As there is no net force in the horizontal direction, the force is zero.

0=(100N)cos30T10 = \left( {100\,{\rm{N}}} \right)\cos 30^\circ - {T_1}

So, the tension in the first rope is,

T1=(100N)cos30=86.6N\begin{array}{c}\\{T_1} = \left( {100\,{\rm{N}}} \right)\cos 30^\circ \\\\ = 86.6\,{\rm{N}}\\\end{array}

(B)

Along the vertical direction, the net force is,

ΣFy=T2(100N)sin30\Sigma {F_y} = {T_2} - \left( {100\,{\rm{N}}} \right)\sin 30^\circ

Here, Fy{F_y} is the force in the horizontal direction and T2{T_2} is the tension of second rope.

As there is no net force in the vertical direction, the force is zero.

0=T2(100N)sin300 = {T_2} - \left( {100\,{\rm{N}}} \right)\sin 30^\circ

So, the tension in the first rope is,

T2=(100N)sin30=50N\begin{array}{c}\\{T_2} = \left( {100\,{\rm{N}}} \right)\sin 30^\circ \\\\ = 50\,{\rm{N}}\\\end{array}

(3)

The net horizontal force exerted on the system of rope is,

ΣFx=T1cos45T2cos30\Sigma {F_x} = {T_1}\cos 45^\circ - {T_2}\cos 30^\circ

Here, Fx{F_x} is the force in the horizontal direction, T1{T_1} is the tension of the first rope and T2{T_2} is the tension of second rope. There is no net force in the horizontal direction.

Then, the equation becomes

0=T1cos45T2cos300 = {T_1}\cos 45^\circ - {T_2}\cos 30^\circ

Substitute 1700N1700\,{\rm{N}} for T1{T_1} to find T2{T_2} .

T2=(1700N)cos45cos30=1388.0N\begin{array}{c}\\{T_2} = \frac{{\left( {1700\,{\rm{N}}} \right)\cos 45^\circ }}{{\cos 30^\circ }}\\\\ = 1388.0{\rm{N}}\\\end{array}

Along the vertical direction, the net force is,

ΣFy=T1sin45+T2sin30mg\Sigma {F_y} = {T_1}\sin 45^\circ + {T_2}\sin 30^\circ - mg

Here, Fy{F_y} is the force in the vertical direction, T1{T_1} is the tension of the first rope and T2{T_2} is the tension of second rope. There is no net force in the vertical direction.

0=T1sin45+T2sin30mg0 = {T_1}\sin 45^\circ + {T_2}\sin 30^\circ - mg

Now, the equation of mass becomes,

m=T1sin45+T2sin30gm = \frac{{{T_1}\sin 45^\circ + {T_2}\sin 30^\circ }}{g}

Substitute 1700N1700\,{\rm{N}} for T1{T_1} , 1388N1388\,{\rm{N}} for T2{T_2} and 9.8m/s29.8\,{\rm{m/}}{{\rm{s}}^{\rm{2}}} for gg to find mm .

m=(1700N)sin45+(1388N)sin309.8m/s2=193.5kg\begin{array}{c}\\m = \frac{{\left( {1700\,{\rm{N}}} \right)\sin 45^\circ + \left( {1388\,{\rm{N}}} \right)\sin 30^\circ }}{{9.8\,{\rm{m/}}{{\rm{s}}^2}}}\\\\ = 193.5\,{\rm{kg}}\\\end{array}

(3.A)

The angle made by the unknown force is,

θ=tan1(3.0N4.0N)=36.87\begin{array}{c}\\\theta = {\tan ^{ - 1}}\left( {\frac{{3.0\,{\rm{N}}}}{{4.0\,{\rm{N}}}}} \right)\\\\ = 36.87^\circ \\\end{array}

The unknown force can be found using the equation,

F=(3.0N)2+(4.0N)2=5.0N\begin{array}{c}\\F = \sqrt {{{\left( {3.0\,{\rm{N}}} \right)}^2} + {{\left( {4.0\,{\rm{N}}} \right)}^2}} \\\\ = 5.0\,{\rm{N}}\\\end{array}

The net force in the horizontal direction is,

ΣFx=(5.0N)(cos36.87)(2.0N)max=(5.0N)(cos36.87)(2.0N)\begin{array}{l}\\\Sigma {F_x} = \left( {5.0\,{\rm{N}}} \right)\left( {\cos 36.87^\circ } \right) - \left( {2.0\,{\rm{N}}} \right)\\\\m{a_x} = \left( {5.0\,{\rm{N}}} \right)\left( {\cos 36.87^\circ } \right) - \left( {2.0\,{\rm{N}}} \right)\\\end{array}

Here, mm is the mass of the object and ax{a_x} is the horizontal acceleration.

The horizontal acceleration is,

ax=(5.0N)(cos36.87)(2.0N)m{a_x} = \frac{{\left( {5.0\,{\rm{N}}} \right)\left( {\cos 36.87^\circ } \right) - \left( {2.0\,{\rm{N}}} \right)}}{m}

Substitute 3.3kg3.3\,{\rm{kg}} for mm to find ax{a_x} .

ax=(5.0N)(cos36.87)(2.0N)3.3kg=0.606m/s2\begin{array}{c}\\{a_x} = \frac{{\left( {5.0\,{\rm{N}}} \right)\left( {\cos 36.87^\circ } \right) - \left( {2.0\,{\rm{N}}} \right)}}{{{\rm{3}}{\rm{.3}}\,{\rm{kg}}}}\\\\ = 0.606\,{\rm{m/}}{{\rm{s}}^2}\\\end{array}

(3.B)

The net force in the vertical direction is,

ΣFy=(5.0N)(sin36.87)(3.0N)may=(5.0N)(sin36.87)(3.0N)\begin{array}{l}\\\Sigma {F_y} = \left( {5.0\,{\rm{N}}} \right)\left( {\sin 36.87^\circ } \right) - \left( {3.0\,{\rm{N}}} \right)\\\\m{a_y} = \left( {5.0\,{\rm{N}}} \right)\left( {\sin 36.87^\circ } \right) - \left( {3.0\,{\rm{N}}} \right)\\\end{array}

Here, mm is the mass of the object and ay{a_y} is the vertical acceleration.

The vertical acceleration is,

ay=(5.0N)(sin36.87)(2.0N)m{a_y} = \frac{{\left( {5.0\,{\rm{N}}} \right)\left( {\sin 36.87^\circ } \right) - \left( {2.0\,{\rm{N}}} \right)}}{m}

Substitute 3.3kg3.3\,{\rm{kg}} for mm to find ay{a_y} .

ay=(5.0N)(sin36.87)(3.0N)3.3kg=0m/s2\begin{array}{c}\\{a_y} = \frac{{\left( {5.0\,{\rm{N}}} \right)\left( {\sin 36.87^\circ } \right) - \left( {3.0\,{\rm{N}}} \right)}}{{{\rm{3}}{\rm{.3}}\,{\rm{kg}}}}\\\\ = 0{\rm{ m/}}{{\rm{s}}^2}\\\end{array}

Ans: Part A

The magnitude of the tension force in the first rope is 86.6N86.6\,{\rm{N}} .

Part B

The magnitude of the tension force in the second rope is 50N50\,{\rm{N}} .

Part 3

The largest mass the ropes can support is 193.5kg193.5\,{\rm{kg}} .

Part 3.A

The xx component of the object’s acceleration ax{a_x} is 0.606m/s20.606\,{\rm{m/}}{{\rm{s}}^2} .

Part 3.B

The yy component of the object’s acceleration ay{a_y} is 0m/s20\,{\rm{m/}}{{\rm{s}}^2} .

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