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What is the difference between the Kelvin scale and the Celsius scale?

Physics

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Question 4 (continued)

4.2.2
To draw the shear force diagram, we calculate the shear force at critical points along the beam.

  • FA=20 kNF_A = 20 \text{ kN} (down) at x=0x=0
  • RB=31.25 kNR_B = 31.25 \text{ kN} (up) at x=1 mx=1 \text{ m}
  • UDL = 5 kN/m5 \text{ kN/m} from x=1 mx=1 \text{ m} to x=6 mx=6 \text{ m}
  • FC=30 kNF_C = 30 \text{ kN} (down) at x=6 mx=6 \text{ m}
  • RD=73.75 kNR_D = 73.75 \text{ kN} (up) at x=7 mx=7 \text{ m}
  • FE=30 kNF_E = 30 \text{ kN} (down) at x=8 mx=8 \text{ m}
  1. Calculate shear forces at key points.

    • At x=0x=0 (just after A): VA=−20 kNV_A = -20 \text{ kN}
    • At x=1 mx=1 \text{ m} (just before B): VB,left=−20 kNV_{B, \text{left}} = -20 \text{ kN}
    • At x=1 mx=1 \text{ m} (just after B): VB,right=−20 kN+RB=−20+31.25=11.25 kNV_{B, \text{right}} = -20 \text{ kN} + R_B = -20 + 31.25 = 11.25 \text{ kN}
    • At x=6 mx=6 \text{ m} (just before C, end of UDL): VC,left=VB,right−(5 kN/m×5 m)=11.25−25=−13.75 kNV_{C, \text{left}} = V_{B, \text{right}} - (5 \text{ kN/m} \times 5 \text{ m}) = 11.25 - 25 = -13.75 \text{ kN}
    • At x=6 mx=6 \text{ m} (just after C): VC,right=VC,left−FC=−13.75−30=−43.75 kNV_{C, \text{right}} = V_{C, \text{left}} - F_C = -13.75 - 30 = -43.75 \text{ kN}
    • At x=7 mx=7 \text{ m} (just before D): VD,left=−43.75 kNV_{D, \text{left}} = -43.75 \text{ kN}
    • At x=7 mx=7 \text{ m} (just after D): VD,right=VD,left+RD=−43.75+73.75=30 kNV_{D, \text{right}} = V_{D, \text{left}} + R_D = -43.75 + 73.75 = 30 \text{ kN}
    • At x=8 mx=8 \text{ m} (just before E): VE,left=30 kNV_{E, \text{left}} = 30 \text{ kN}
    • At x=8 mx=8 \text{ m} (just after E): VE,right=VE,left−FE=30−30=0 kNV_{E, \text{right}} = V_{E, \text{left}} - F_E = 30 - 30 = 0 \text{ kN}

    The shear force diagram starts at −20 kN-20 \text{ kN} at A, remains constant until B. At B, it jumps up to 11.25 kN11.25 \text{ kN}. From B to C, it decreases linearly to −13.75 kN-13.75 \text{ kN} due to the UDL. At C, it drops to −43.75 kN-43.75 \text{ kN}. It remains constant until D. At D, it jumps up to 30 kN30 \text{ kN}. It remains constant until E, where it drops to 0 kN0 \text{ kN}.

    Question 5

    5.1
    The unit pascal (Pa) is the SI unit of pressure, defined as one newton per square meter (1 Pa=1 N/m21 \text{ Pa} = 1 \text{ N/m}^2).

    5.2
    Pascal's law states that a pressure change at any point in a confined incompressible fluid is transmitted undiminished throughout the fluid such that the same change occurs everywhere.

    5.3
    Given:

    • Area of plunger (ApA_p) = 25% of ram area (ArA_r)
    • Stroke of plunger (LpL_p) = 0.161 m0.161 \text{ m}
    • Force applied to plunger (FpF_p) = 560 N560 \text{ N}
    • Area of the ram piston (ArA_r) = 0.524 m20.524 \text{ m}^2
    • Neglect ALL losses.
  2. Calculate the area of the plunger.

    Ap=0.25×Ar=0.25×0.524 m2=0.131 m2A_p = 0.25 \times A_r = 0.25 \times 0.524 \text{ m}^2 = 0.131 \text{ m}^2

    5.3.1

  3. Calculate the volume of liquid displaced by the plunger in 12 pump strokes.

    Volume per stroke:

    Vstroke=Ap×Lp=0.131 m2×0.161 m=0.021091 m3V_{stroke} = A_p \times L_p = 0.131 \text{ m}^2 \times 0.161 \text{ m} = 0.021091 \text{ m}^3

    Total volume for 12 strokes:

    Vtotal=Vstroke×12=0.021091 m3×12=0.253092 m3V_{total} = V_{stroke} \times 12 = 0.021091 \text{ m}^3 \times 12 = 0.253092 \text{ m}^3

    The volume of liquid displaced by the plunger in 12 pump strokes is 0.253 m3\boxed{\text{0.253 m}^3}.

    5.3.2

  4. Apply the principle of conservation of volume.

    Volume displaced by plunger = Volume moved by ram piston

    Ap×Lp=Ar×LrA_p \times L_p = A_r \times L_r 0.021091 m3=0.524 m2×Lr0.021091 \text{ m}^3 = 0.524 \text{ m}^2 \times L_r
  5. Calculate the distance moved by the ram piston (LrL_r).

    Lr=0.021091 m30.524 m2≈0.04025 mL_r = \frac{0.021091 \text{ m}^3}{0.524 \text{ m}^2} \approx 0.04025 \text{ m}
  6. Convert to mm.

    Lr=0.04025 m×1000 mm/m=40.25 mmL_r = 0.04025 \text{ m} \times 1000 \text{ mm/m} = 40.25 \text{ mm}

    The distance moved by the ram piston in 1 pump stroke is 40.25 mm\boxed{\text{40.25 mm}}.

    5.3.3

  7. Calculate the force exerted by the ram piston (FrF_r).

    According to Pascal's law, the pressure is constant throughout the fluid:

    P=FpAp=FrArP = \frac{F_p}{A_p} = \frac{F_r}{A_r} Fr=Fp×ArAp=560 N×0.524 m20.131 m2=560 N×4=2240 NF_r = F_p \times \frac{A_r}{A_p} = 560 \text{ N} \times \frac{0.524 \text{ m}^2}{0.131 \text{ m}^2} = 560 \text{ N} \times 4 = 2240 \text{ N}

    The force exerted by the ram piston is 2240 N\boxed{\text{2240 N}}.

    5.3.4

  8. Calculate the mechanical advantage (MA).

    MA=Force on ramForce on plunger=FrFp=2240 N560 N=4MA = \frac{\text{Force on ram}}{\text{Force on plunger}} = \frac{F_r}{F_p} = \frac{2240 \text{ N}}{560 \text{ N}} = 4

    The mechanical advantage of the press is 4\boxed{4}.

    5.3.5

  9. Calculate the fluid pressure in the liquid.

    P=FpAp=560 N0.131 m2≈4274.81 PaP = \frac{F_p}{A_p} = \frac{560 \text{ N}}{0.131 \text{ m}^2} \approx 4274.81 \text{ Pa}

    The fluid pressure in the liquid is 4274.81 Pa\boxed{\text{4274.81 Pa}}.

    5.4
    Given:

    • Number of cylinders = 3
    • Plunger diameter d=171 mm=0.171 md = 171 \text{ mm} = 0.171 \text{ m}
    • Stroke length L=300 mm=0.300 mL = 300 \text{ mm} = 0.300 \text{ m}
    • Speed N=230 r/minN = 230 \text{ r/min}
    • Slip = 16%
  10. Calculate the area of one plunger.

    A=πd24=π(0.171 m)24≈0.02294 m2A = \frac{\pi d^2}{4} = \frac{\pi (0.171 \text{ m})^2}{4} \approx 0.02294 \text{ m}^2
  11. Calculate the theoretical volume displaced per minute for one cylinder.

    Vtheoretical,1cyl=A×L×N=0.02294 m2×0.300 m×230 r/min≈1.58286 m3/minV_{theoretical, 1cyl} = A \times L \times N = 0.02294 \text{ m}^2 \times 0.300 \text{ m} \times 230 \text{ r/min} \approx 1.58286 \text{ m}^3/\text{min}
  12. Calculate the theoretical volume displaced per minute for 3 cylinders.

    Vtheoretical,3cyl=3×Vtheoretical,1cyl=3×1.58286 m3/min≈4.74858 m3/minV_{theoretical, 3cyl} = 3 \times V_{theoretical, 1cyl} = 3 \times 1.58286 \text{ m}^3/\text{min} \approx 4.74858 \text{ m}^3/\text{min}
  13. Account for slip.

    Actual volume delivered = Theoretical volume ×(1−slip)\times (1 - \text{slip})

    Vactual=4.74858 m3/min×(1−0.16)=4.74858 m3/min×0.84≈3.9888 m3/minV_{actual} = 4.74858 \text{ m}^3/\text{min} \times (1 - 0.16) = 4.74858 \text{ m}^3/\text{min} \times 0.84 \approx 3.9888 \text{ m}^3/\text{min}
  14. Convert to litres per minute.

    Vactual=3.9888 m3/min×1000 litres/m3≈3988.8 litres/minV_{actual} = 3.9888 \text{ m}^3/\text{min} \times 1000 \text{ litres/m}^3 \approx 3988.8 \text{ litres/min}

    The volume of water delivered is 3988.8 litres/minute\boxed{\text{3988.8 litres/minute}}.

    Question 6

    6.1
    The Kelvin scale is an absolute temperature scale where 0 K represents absolute zero, the theoretical point of no molecular motion. The Celsius scale is a relative temperature scale where 0 °C is the freezing point of water and 100 °C is its boiling point. A 1-degree change in Celsius is equivalent to a 1-Kelvin change, but their zero points differ by 273.15 (0 K=−273.15 °C0 \text{ K} = -273.15 \text{ °C}).

    6.2
    Given:

    • Surface temperature T1=27 °C=300.15 KT_1 = 27 \text{ °C} = 300.15 \text{ K}
    • Surface pressure P1=101.325 kPa=101325 PaP_1 = 101.325 \text{ kPa} = 101325 \text{ Pa}
    • Bottom temperature T2=10 °C=283.15 KT_2 = 10 \text{ °C} = 283.15 \text{ K}
    • Diameter of bubble at bottom d2=16 mm=0.016 md_2 = 16 \text{ mm} = 0.016 \text{ m}
    • Diameter of bubble at surface d1=42 mm=0.042 md_1 = 42 \text{ mm} = 0.042 \text{ m}
    • Density of water ρ=1000 kg/m3\rho = 1000 \text{ kg/m}^3
  15. Calculate the volume of the bubble at the surface (V1V_1).

    Radius at surface r1=d1/2=0.042 m/2=0.021 mr_1 = d_1/2 = 0.042 \text{ m} / 2 = 0.021 \text{ m}

    V1=43πr13=43π(0.021 m)3≈3.879×10−5 m3V_1 = \frac{4}{3}\pi r_1^3 = \frac{4}{3}\pi (0.021 \text{ m})^3 \approx 3.879 \times 10^{-5} \text{ m}^3
  16. Calculate the volume of the bubble at the bottom (V2V_2).

    Radius at bottom r2=d2/2=0.016 m/2=0.008 mr_2 = d_2/2 = 0.016 \text{ m} / 2 = 0.008 \text{ m}

    V2=43πr23=43π(0.008 m)3≈2.145×10−6 m3V_2 = \frac{4}{3}\pi r_2^3 = \frac{4}{3}\pi (0.008 \text{ m})^3 \approx 2.145 \times 10^{-6} \text{ m}^3
  17. Apply the combined gas law to find the pressure at the bottom (P2P_2).

    P1V1T1=P2V2T2\frac{P_1 V_1}{T_1} = \frac{P_2 V_2}{T_2} P2=P1V1V2T2T1P_2 = P_1 \frac{V_1}{V_2} \frac{T_2}{T_1} P2=101325 Pa×3.879×10−5 m32.145×10−6 m3×283.15 K300.15 KP_2 = 101325 \text{ Pa} \times \frac{3.879 \times 10^{-5} \text{ m}^3}{2.145 \times 10^{-6} \text{ m}^3} \times \frac{283.15 \text{ K}}{300.15 \text{ K}} P2≈101325 Pa×18.0848×0.9433≈1730000 PaP_2 \approx 101325 \text{ Pa} \times 18.0848 \times 0.9433 \approx 1730000 \text{ Pa}
  18. Calculate the depth of the ocean (hh) using the hydrostatic pressure formula.

    P2=P1+ρghP_2 = P_1 + \rho g h h=P2−P1ρgh = \frac{P_2 - P_1}{\rho g} h=1730000 Pa−101325 Pa1000 kg/m3×9.8 m/s2h = \frac{1730000 \text{ Pa} - 101325 \text{ Pa}}{1000 \text{ kg/m}^3 \times 9.8 \text{ m/s}^2} h=1628675 Pa9800 N/m3≈166.19 mh = \frac{1628675 \text{ Pa}}{9800 \text{ N/m}^3} \approx 166.19 \text{ m}

    The depth of the ocean is 166.19 m\boxed{\text{166.19 m}}.

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