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FIGURE 8.1 shows a system of forces with four forces acting on the same point - NSC Mechanical Technology Fitting and Machining - Question 8 - 2021 - Paper 1

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FIGURE 8.1 shows a system of forces with four forces acting on the same point. Calculate the following: 8.1.1 Sum of the horizontal components (HC) 8.1.2 Sum of ... show full transcript

Worked Solution & Example Answer:FIGURE 8.1 shows a system of forces with four forces acting on the same point - NSC Mechanical Technology Fitting and Machining - Question 8 - 2021 - Paper 1

Step 1

Sum of the horizontal components (HC)

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Answer

To find the sum of the horizontal components, we break each force into its x-components:

  • For the 120 N force at an angle of 0°: 120 N * cos(0°) = 120 N
  • For the 280 N force at 45°: 280 N * cos(45°) = 280 * √2/2 ≈ 197.99 N
  • For the 250 N force at 210°: 250 N * cos(210°) = 250 * (-√3/2) ≈ -216.51 N
  • For the 150 N force at 165°: 150 N * cos(165°) = 150 * (-cos(15°)) ≈ -120.97 N

Adding these together: 120 + 197.99 - 216.51 - 120.97 = 101.48 N.

Step 2

Sum of the vertical components (VC)

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Answer

Next, we calculate the vertical components:

  • For the 120 N force: 120 N * sin(0°) = 0 N
  • For the 280 N force at 45°: 280 N * sin(45°) = 197.99 N
  • For the 250 N force at 210°: 250 N * sin(210°) = 250 * (-1/2) = -125 N
  • For the 150 N force at 165°: 150 N * sin(165°) = 150 * sin(15°) ≈ 38.57 N

Summing these results gives: 0 + 197.99 - 125 + 38.57 ≈ 111.56 N.

Step 3

Magnitude of the equilibrium force

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Answer

The magnitude of the equilibrium force (E) can be found using the formula:

E=extsqrt(VC2+HC2)E = ext{sqrt}(VC^2 + HC^2)

Substituting the calculated values:

E ≈ 127.39 ext{ N}.$$

Step 4

Direction of the equilibrium force

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Answer

To find the direction (θ) of the equilibrium force, we use:

tan(θ)=VCHCtan(θ) = \frac{VC}{HC}

Thus:

θ=tan1(111.56101.48)37.19°.θ = tan^{-1} \left( \frac{111.56}{101.48} \right) ≈ 37.19°. The direction of the equilibrium force is approximately 37.19°.

Step 5

Magnitude of the reactions at supports A and B

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Answer

To calculate the reactions at supports A and B, we will take moments about each support. For support A:

ROM=RLM\sum R_{OM} = \sum R_{LM}

Substituting in the values:

A6=(285×2.7)+(165×4.2)+(345×5.4)A \cdot 6 = (285 \times 2.7) + (165 \times 4.2) + (345 \times 5.4)

Calculating:

A6=769.5+693+1863A=3325.5/6554.25N.A \cdot 6 = 769.5 + 693 + 1863 \Rightarrow A = 3325.5/6 ≈ 554.25 N.

Repeat for support B:

ROM=RLM\sum R_{OM} = \sum R_{LM}

Finally, from equilibrium: B can be calculated as:

B=1444.75/6240.75N.B = 1444.75/6 ≈ 240.75 N.

Step 6

Resistance area of the bush

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Answer

The resistance area (A) of the brass bush can be calculated using:

A=π(D2d2)4A = \frac{\pi(D^{2}-d^{2})}{4} Where D = 58 mm and d = 42 mm.

Calculating:

A1.26×103m2.A \approx 1.26 \times 10^{-3} m^{2}.

Step 7

Stress in the material in MPa

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Answer

To calculate the stress (σ) in the material:

σ=FAσ = \frac{F}{A} Where F = 50 kN and A is from the previous calculation.

σ=50×1031.26×103=39.68MPa.σ = \frac{50 \times 10^{3}}{1.26 \times 10^{-3}} = 39.68 MPa.

Step 8

Strain (final length of the bush is 68,975 mm)

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Answer

Strain (ε) can be calculated by:

ε=LL0L0ε = \frac{L - L_0}{L_0} where L = 68,975 mm and L_0 = 68 mm.

Calculating:

ε=68.97568680.01434.ε = \frac{68.975 - 68}{68} ≈ 0.01434.

Step 9

Young's modulus of elasticity for the material

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Answer

Young's modulus (E) is calculated using:

E=σεE = \frac{σ}{ε} Substituting in the stress and strain values:

E=39.68×1060.014342.77×1010 Pa(or27.7GPa).E = \frac{39.68 \times 10^{6}}{0.01434} ≈ 2.77 \times 10^{10}\text{ Pa} (or 27.7 GPa).

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