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A. Define the term equilibrium b. The system shown in Figure Q1b below is in equilibrium. Calculate the values of the tensions in the strings A, B, C and D.

Physics

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a) Equilibrium is a state where the net force and net torque acting on an object are both zero. This means the object is either at rest (static equilibrium) or moving with constant velocity (dynamic equilibrium).

b) To calculate the tensions in the strings, we will analyze the forces at point C. The system is in equilibrium, so the sum of forces in both the horizontal and vertical directions must be zero.

Let TCT_C be the tension in the string segment from the left wall to point C, and TDT_D be the tension in the string segment from the right wall to point C. The angles are given as 20∘20^\circ with the horizontal for TCT_C and 35∘35^\circ with the horizontal for TDT_D. The downward force is 400 N400 \, \text{N}.

  1. Resolve forces horizontally.

    The sum of horizontal forces is zero.

    ∑Fx=0\sum F_x = 0 TDcos⁡(35∘)−TCcos⁡(20∘)=0T_D \cos(35^\circ) - T_C \cos(20^\circ) = 0 TDcos⁡(35∘)=TCcos⁡(20∘)T_D \cos(35^\circ) = T_C \cos(20^\circ) TD=TCcos⁡(20∘)cos⁡(35∘)T_D = T_C \frac{\cos(20^\circ)}{\cos(35^\circ)} TD=TC0.93970.8192T_D = T_C \frac{0.9397}{0.8192} TD=1.1471TC(∗)T_D = 1.1471 T_C \quad (*)
  2. Resolve forces vertically.

    The sum of vertical forces is zero.

    ∑Fy=0\sum F_y = 0 TDsin⁡(35∘)+TCsin⁡(20∘)−400 N=0T_D \sin(35^\circ) + T_C \sin(20^\circ) - 400 \, \text{N} = 0 TDsin⁡(35∘)+TCsin⁡(20∘)=400 NT_D \sin(35^\circ) + T_C \sin(20^\circ) = 400 \, \text{N}
  3. Substitute TDT_D from Step 1 into the vertical force equation.

    (1.1471TC)sin⁡(35∘)+TCsin⁡(20∘)=400 N(1.1471 T_C) \sin(35^\circ) + T_C \sin(20^\circ) = 400 \, \text{N} 1.1471TC(0.5736)+TC(0.3420)=400 N1.1471 T_C (0.5736) + T_C (0.3420) = 400 \, \text{N} 0.6580TC+0.3420TC=400 N0.6580 T_C + 0.3420 T_C = 400 \, \text{N} 1.0000TC=400 N1.0000 T_C = 400 \, \text{N} TC=400 NT_C = 400 \, \text{N}
  4. Calculate TDT_D using the value of TCT_C.

    Substitute TC=400 NT_C = 400 \, \text{N} into equation (∗)(*):

    TD=1.1471×400 NT_D = 1.1471 \times 400 \, \text{N} TD=458.84 NT_D = 458.84 \, \text{N}
  5. Determine tensions in strings A and B.

    String A is the vertical segment supporting the horizontal string B. String B is the horizontal segment connected to point C.
    The tension in string B is equal to the horizontal component of TCT_C.

    TB=TCcos⁡(20∘)T_B = T_C \cos(20^\circ) TB=400 N×cos⁡(20∘)T_B = 400 \, \text{N} \times \cos(20^\circ) TB=400 N×0.9397T_B = 400 \, \text{N} \times 0.9397 TB=375.88 NT_B = 375.88 \, \text{N}

    The tension in string A is equal to the tension in string B, as it is supporting the horizontal string B.

    TA=TBT_A = T_B TA=375.88 NT_A = 375.88 \, \text{N}

    The tensions are:

    TA=375.88 N\boxed{T_A = 375.88 \, \text{N}} TB=375.88 N\boxed{T_B = 375.88 \, \text{N}} TC=400.00 N\boxed{T_C = 400.00 \, \text{N}} TD=458.84 N\boxed{T_D = 458.84 \, \text{N}}
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