A 20 kg crate is suspended in equilibrium by two cables as seen in the diagram below:
Determine the tension force \((T_2)\) in Cable 2. (3 marks)
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A 20 kg crate is suspended in equilibrium by two cables as seen in the diagram below:
Determine the tension force \((T_2)\) in Cable 2. (3 marks)
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\(17.2\ \text{N}\)
| \(\dfrac{T_2}{\sin 60}\) | \(=\dfrac{F_w}{\sin 80}\) | |
| \(T_2\) | \(=\dfrac{19.6}{\sin 80} \times \sin 60\) | |
| \(=17.2\ \text{N}\) |
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\(196\ \text{N}\)
A 500 gram block is placed on a frictionless inclined plane and joined to a 250 gram block by a tensile frictionless wire, as shown in the diagram below.
Determine the angle of inclination at which the system remains in static equilibrium. (2 marks)
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\(30^{\circ}\)
| \(m_1g \times \sin \theta\) | \(=m_2g\) | |
| \(\sin \theta\) | \(=\dfrac{m_2}{m_1}\) | |
| \(\theta\) | \(=\sin^{-1}\left(\dfrac{0.250}{0.5}\right) = 30^{\circ}\) |
A worker is using a pulley system to lift and lower a container at a construction site. The empty container has a mass of 5.0 kg, and when loaded with bricks, its mass increases to 18 kg.
The container is lowered vertically with a constant acceleration of 3.2 m/s\(^2\). Later, it is lifted back up at a constant speed of 2.8 m/s.
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a. \(33\ \text{N}\)
b. \(147\ \text{N}\)
a. Tension while container lowered:
| \(ma\) | \(=mg-T\) | |
| \(T\) | \(=mg-ma\) | |
| \(= 5 \times 9.8-5 \times 3.2\) | ||
| \(= 33\ \text{N}\) |
b. Tension while container raised:
Total force = \(0\ \text{N}\) (raised at a constant speed)
| \(mg-T\) | \(=0\) | |
| \(\therefore T\) | \(=mg = 15 \times 9.8 = 147\ \text{N}\) |
Consider the system below:
Two blocks are connected by a light, inextensible string that passes over a frictionless pulley, as shown in the diagram.
The 3.0 kg block rests on a smooth, horizontal surface, while the other 6.0 kg block hangs vertically off the edge of the table.
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a. \(6.53\ \text{ms}^{-2}\)
b. \(19.6\ \text{N}\)
a. \(F_{\text{net}} = 3\ \text{kg} \times a_{\text{system}} = T\)
\(F_{\text{net}} = 6\ \text{kg} \times a_{\text{system}} = 6\ \text{kg} \times 9.8-T\) \((F_w-T)\)
Substitute the first equation into the second equation:
| \(6\ \text{kg} \times a_{\text{system}}\) | \(=6\ \text{kg} \times 9.8-(3\ \text{kg} \times a_{\text{system}})\) | |
| \(6\ \text{kg} \times a_{\text{system}} + 3\ \text{kg} \times a_{\text{system}}\) | \(=58.8\ \text{N}\) | |
| \(a_{\text{system}} \times (6+3)\ \text{kg}\) | \(=58.8\ \text{N}\) | |
| \(a_{\text{system}}\) | \(=\dfrac{58.8\ \text{N}}{9\ \text{kg}}\) | |
| \(=6.53\ \text{ms}^{-2}\) |
b. \(T= 3\ \text{kg} \times a_{\text{system}} = 3 \times 6.53 = 19.59 = 19.6\ \text{N}\)
A 25 kg object is hanging from a string and is being pulled sideways by a force \((F_1)\), so that the string makes an angle of 40° with the vertical, as shown in the diagram.
Assuming the object remains stationary, determine the magnitude of the force \((F_1)\) pulling the object?
\(D\)
In the system diagram below, a 5-kilogram mass and masses \(A\) and \(B\) are held by high tensile frictionless wire in static equilibrium.
Using a vector diagram, calculate the masses of both \(A\) and \(B\). (4 mark)
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\(\text{Mass}_A =3.91\ \text{kg}\)
\(\text{Mass}_B =4.55\ \text{kg}\)
Using the sin rule both \(F_B\) and \(F_A\) can be calculated:
| \(\dfrac{F_A}{\sin 48^{\circ}}\) | \(=\dfrac{5 \times 9.8}{\sin 72^{\circ}}\) | |
| \(F_A\) | \(=\dfrac{49\,\sin 48^{\circ}}{\sin 72^{\circ}}=38.3\ \text{N}\) |
\(\text{Mass}_A =\dfrac{F}{a}=\dfrac{38.3}{9.8}=3.91\ \text{kg}\)
| \(\dfrac{F_B}{\sin 60^{\circ}}\) | \(=\dfrac{49}{\sin 72^{\circ}}\) |
| \(F_B\) | \(=\dfrac{49\, \sin 60^{\circ}}{\sin 72^{\circ}}=44.6\ \text{N}\) |
\(\text{Mass}_B =\dfrac{F}{a}=\dfrac{44.6}{9.8}=4.55\ \text{kg}\)
A concrete block with a weight of 1000 \(\text{N}\) is lifted with a pulley and chain system.
Initially the block is suspended by the chain as seen below. The block is then pulled to the side using a rope and makes an angle of 40° with the vertical as shown below. Ignore the masses of the chain and rope.
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a. \(1000\ \text{N up.}\)
b.
c. \(F_{\text{rope}}=839\ \text{N}\)
\(T_{\text{chain}}=1305.4\ \text{N}\)
a. Initial tension in chain:
b.
c.
| \(\tan 40^{\circ}\) | \(=\dfrac{F_{\text{rope}}}{1000}\) | |
| \(F_{\text{rope}}\) | \(=1000 \times \tan 40^{\circ}=839\ \text{N}\) |
| \( \cos 40^{\circ}\) | \(=\dfrac{1000}{T_{\text{chain}}}\) | |
| \(T_{\text{chain}}\) | \(=\dfrac{1000}{\cos 40^{\circ}}=1305.4\ \text{N}\) |