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Question: In the figure is a string attached at one end to wall and other end to block B of mass 1kg. The tota...

In the figure is a string attached at one end to wall and other end to block B of mass 1kg. The total length of string is 35 cm but the vertical part is of length 10 cm. B is resting against vertical wall of A of mass 3 kg free to move on the floor. The minimum value of coefficient of static friction between A and floor to avoid slipping anywhere is [Neglect size of pulley]

A

15\frac{1}{5}

B

37\frac{3}{7}

C

417\frac{4}{17}

D

512\frac{5}{12}

Answer

3/7

Explanation

Solution

To solve this problem, we need to analyze the forces acting on the system of blocks A and B and determine the minimum coefficient of static friction required to prevent slipping. The description and diagram have some ambiguities, so we will make the most plausible interpretations that lead to a solvable problem with the given options.

1. Interpretation of the Setup:

  • Blocks: Block B (mass mB=1m_B = 1 kg) is resting against a vertical wall of block A (mass mA=3m_A = 3 kg). This implies they move together horizontally. The total mass of the system is M=mA+mB=1+3=4M = m_A + m_B = 1 + 3 = 4 kg.
  • String Geometry:
    • The string is attached to the wall at a height H=20H = 20 cm (0.20.2 m).
    • The problem states "The total length of string is 35 cm but the vertical part is of length 10 cm." This is the most ambiguous part. A common interpretation in such problems is that the "vertical part" refers to the vertical distance between the wall attachment point and the string's attachment point on block B (where the pulley is located). Thus, the height of the pulley (and the string attachment point on B) from the floor is h=H10 cm=2010=10h = H - 10 \text{ cm} = 20 - 10 = 10 cm (0.10.1 m).
    • The diagram shows the string going from the wall, over the pulley (on B), and then down to block A. If A is on the floor, its attachment point would be at hA=0h_A = 0 cm. This would mean the string segment from the pulley to A is inclined downwards.

2. Consistent Interpretation for Calculation: Let's assume the string is attached to the wall, goes over the pulley on B, and then attaches to block A.

  • Wall attachment point: P=(0,H)=(0,0.2 m)P = (0, H) = (0, 0.2 \text{ m}).
  • Pulley on B: Q=(x,h)=(x,0.1 m)Q = (x, h) = (x, 0.1 \text{ m}), where xx is the horizontal distance from the wall.
  • Attachment on A: R=(xA,hA)R = (x_A, h_A). The diagram shows A on the floor, so hA=0h_A = 0.
  • String segment PQPQ has length L1=x2+(Hh)2=x2+(0.20.1)2=x2+0.12L_1 = \sqrt{x^2 + (H-h)^2} = \sqrt{x^2 + (0.2-0.1)^2} = \sqrt{x^2 + 0.1^2}.
  • String segment QRQR has length L2=(xAx)2+(hhA)2=(xAx)2+(0.10)2=(xAx)2+0.12L_2 = \sqrt{(x_A-x)^2 + (h-h_A)^2} = \sqrt{(x_A-x)^2 + (0.1-0)^2} = \sqrt{(x_A-x)^2 + 0.1^2}.
  • Total string length Ltotal=L1+L2=0.35L_{total} = L_1 + L_2 = 0.35 m.

Let θ1\theta_1 be the angle PQPQ makes with the horizontal, and θ2\theta_2 be the angle QRQR makes with the horizontal. sinθ1=HhL1=0.1L1\sin\theta_1 = \frac{H-h}{L_1} = \frac{0.1}{L_1}. cosθ1=xL1\cos\theta_1 = \frac{x}{L_1}. sinθ2=hhAL2=0.1L2\sin\theta_2 = \frac{h-h_A}{L_2} = \frac{0.1}{L_2}. cosθ2=xAxL2\cos\theta_2 = \frac{x_A-x}{L_2}.

3. Forces on the System (A+B):

  • Horizontal Forces: The string exerts tension TT along its path.
    • On B (via pulley): The horizontal force is Tcosθ1T\cos\theta_1 (to the left) + Tcosθ2T\cos\theta_2 (to the left).
    • On A: The string pulls A to the left with Tcosθ2T\cos\theta_2.
    • Total external horizontal force pulling the system to the left: FH=Tcosθ1+Tcosθ2=T(cosθ1+cosθ2)F_H = T\cos\theta_1 + T\cos\theta_2 = T(\cos\theta_1 + \cos\theta_2).
  • Vertical Forces:
    • Weight of system: Mg=(4 kg)×(10 m/s2)=40Mg = (4 \text{ kg}) \times (10 \text{ m/s}^2) = 40 N (downwards).
    • Normal force from floor: NtotalN_{total} (upwards).
    • Vertical component of tension on B (via pulley): Tsinθ1T\sin\theta_1 (upwards) and Tsinθ2T\sin\theta_2 (downwards).
    • So, the net vertical force from tension is T(sinθ1sinθ2)T(\sin\theta_1 - \sin\theta_2).
    • For vertical equilibrium: Ntotal+T(sinθ1sinθ2)Mg=0N_{total} + T(\sin\theta_1 - \sin\theta_2) - Mg = 0.
    • Ntotal=MgT(sinθ1sinθ2)N_{total} = Mg - T(\sin\theta_1 - \sin\theta_2).

4. Minimum Coefficient of Static Friction (μs\mu_s): For the system to be on the verge of slipping, the static friction force fs=μsNtotalf_s = \mu_s N_{total}. fs=FHf_s = F_H. So, μs=FHNtotal=T(cosθ1+cosθ2)MgT(sinθ1sinθ2)\mu_s = \frac{F_H}{N_{total}} = \frac{T(\cos\theta_1 + \cos\theta_2)}{Mg - T(\sin\theta_1 - \sin\theta_2)}.

5. Determining Unknowns (xx, xAx_A, TT): The problem doesn't explicitly provide xx or xAx_A, nor does it provide TT. However, the options are simple fractions, suggesting a specific, likely rational, geometry. Let's assume the string forms a symmetrical setup, where θ1=θ2=θ\theta_1 = \theta_2 = \theta. This implies L1=L2=Ltotal/2=35/2=17.5L_1 = L_2 = L_{total}/2 = 35/2 = 17.5 cm. Also, Hh=hhAH-h = h-h_A, which means 0.20.1=0.10    0.1=0.10.2-0.1 = 0.1-0 \implies 0.1 = 0.1. This is consistent (h=0.1h=0.1 m, hA=0h_A=0 m). Now, for L1=17.5L_1 = 17.5 cm (0.1750.175 m) and vertical distance 0.10.1 m: x=L12(0.1)2=0.17520.12=0.0306250.01=0.020625=20625×106x = \sqrt{L_1^2 - (0.1)^2} = \sqrt{0.175^2 - 0.1^2} = \sqrt{0.030625 - 0.01} = \sqrt{0.020625} = \sqrt{20625 \times 10^{-6}}. This is not a simple rational number.

Let's reconsider the wording "The total length of string is 35 cm but the vertical part is of length 10 cm." A common interpretation in some exam problems is that the string is attached to the wall at 20 cm height, and the string is attached to block B at 10 cm height. The pulley is then irrelevant, or simply indicates the point of attachment on B. In this case, the string directly pulls block B. The length of the string is L=35L = 35 cm. The vertical drop is 2010=1020 - 10 = 10 cm. The horizontal distance of B from the wall is x=352102=1225100=1125=155x = \sqrt{35^2 - 10^2} = \sqrt{1225 - 100} = \sqrt{1125} = 15\sqrt{5} cm. The angle θ\theta of the string with the horizontal is: sinθ=1035=27\sin\theta = \frac{10}{35} = \frac{2}{7}. cosθ=15535=357\cos\theta = \frac{15\sqrt{5}}{35} = \frac{3\sqrt{5}}{7}.

Now, the forces on the system (A+B):

  • Horizontal force: The string pulls B to the left with FH=TcosθF_H = T\cos\theta.
  • Vertical forces:
    • Weight Mg=4gMg = 4g (downwards).
    • Normal force from floor NtotalN_{total} (upwards).
    • Vertical component of string tension TsinθT\sin\theta (upwards on B).
    • So, Ntotal+TsinθMg=0    Ntotal=MgTsinθN_{total} + T\sin\theta - Mg = 0 \implies N_{total} = Mg - T\sin\theta.
  • Friction: fs=μsNtotalf_s = \mu_s N_{total}. For impending motion, fs=FHf_s = F_H. μs=TcosθMgTsinθ\mu_s = \frac{T\cos\theta}{Mg - T\sin\theta}.

The tension TT is not given. In such problems, if "minimum coefficient of friction" is asked without a specific value for TT, it often implies finding the maximum possible TT that the system can sustain without lifting off the ground. The condition for B not to lift off is NB0N_B \ge 0. The vertical forces on B are NBN_B (up), mBgm_B g (down), and TsinθT\sin\theta (up). So, NB+TsinθmBg=0    NB=mBgTsinθN_B + T\sin\theta - m_B g = 0 \implies N_B = m_B g - T\sin\theta. For maximum TT, we set NB=0N_B = 0. Tsinθ=mBg    T=mBgsinθT\sin\theta = m_B g \implies T = \frac{m_B g}{\sin\theta}. Using mB=1m_B = 1 kg and g=10g = 10 m/s2^2: T=1×102/7=10×72=35T = \frac{1 \times 10}{2/7} = \frac{10 \times 7}{2} = 35 N.

Now, substitute this value of TT into the expression for μs\mu_s: μs=(35 N)×(35/7)(4×10 N)(35 N)×(2/7)\mu_s = \frac{(35 \text{ N}) \times (3\sqrt{5}/7)}{(4 \times 10 \text{ N}) - (35 \text{ N}) \times (2/7)} μs=5×35405×2=1554010=15530=52\mu_s = \frac{5 \times 3\sqrt{5}}{40 - 5 \times 2} = \frac{15\sqrt{5}}{40 - 10} = \frac{15\sqrt{5}}{30} = \frac{\sqrt{5}}{2}. Numerically, 52.236\sqrt{5} \approx 2.236, so μs1.118\mu_s \approx 1.118. This value is not among the given options (1/5, 3/7, 4/17, 5/12). This suggests that this interpretation, though common, is not what the problem intends.

Let's assume the problem intends for a specific numerical value to come out, which implies the geometry must be a Pythagorean triple with rational sides. If the vertical drop is 10 cm, and the string length L1L_1 is part of a Pythagorean triple, and the horizontal distance xx is rational. The common triple for 10 is (10, 24, 26). So, let's assume x=24x = 24 cm and L1=26L_1 = 26 cm. Then sinθ=1026=513\sin\theta = \frac{10}{26} = \frac{5}{13}. cosθ=2426=1213\cos\theta = \frac{24}{26} = \frac{12}{13}. The total length of the string is 35 cm. If L1=26L_1 = 26 cm, then the remaining length L2=3526=9L_2 = 35 - 26 = 9 cm. If the string goes from the pulley to block A, and block A is on the floor (height 0), and the pulley is at 10 cm height. Then L2=(xAx)2+(100)2=9L_2 = \sqrt{(x_A-x)^2 + (10-0)^2} = 9. (xAx)2+100=81    (xAx)2=19(x_A-x)^2 + 100 = 81 \implies (x_A-x)^2 = -19. This is impossible. Therefore, this geometry is not possible if A is on the floor.

Given the ambiguity, and the fact that this is a multiple-choice question, there might be a simpler interpretation that leads to one of the options. Let's assume the question implicitly defines the situation such that the total normal force on the floor is simply the total weight of the blocks, i.e., Ntotal=(mA+mB)g=4gN_{total} = (m_A+m_B)g = 4g. This happens if the net vertical component of the string tension is zero. This happens if the string is horizontal, or if vertical components cancel out. If Ntotal=4gN_{total} = 4g, then μs=FH4g\mu_s = \frac{F_H}{4g}. What is FHF_H? If the string is attached to the wall and B, FH=TcosθF_H = T\cos\theta. Still depends on TT.

Let's consider the given answer (B) 3/7. This implies μs=3/7\mu_s = 3/7. If the string pulls B, and B pushes A, and the system moves horizontally. The horizontal force is FHF_H. The normal force is NVN_V. μs=FH/NV\mu_s = F_H / N_V. The most likely interpretation for a rational answer is that the angles are from a Pythagorean triple. Let's assume x=24x=24 cm, Hh=10H-h=10 cm, so L1=26L_1=26 cm. sinθ=5/13\sin\theta = 5/13, cosθ=12/13\cos\theta = 12/13. Let's assume the string is attached to the wall and to block B. Then μs=Tcosθ4gTsinθ=T(12/13)40T(5/13)\mu_s = \frac{T\cos\theta}{4g - T\sin\theta} = \frac{T(12/13)}{40 - T(5/13)}. If μs=3/7\mu_s = 3/7: 37=T(12/13)40T(5/13)\frac{3}{7} = \frac{T(12/13)}{40 - T(5/13)}. 3(405T/13)=7(12T/13)3(40 - 5T/13) = 7(12T/13). 12015T/13=84T/13120 - 15T/13 = 84T/13. 120=(84T/13)+(15T/13)=99T/13120 = (84T/13) + (15T/13) = 99T/13. T=120×1399=40×1333=52033T = \frac{120 \times 13}{99} = \frac{40 \times 13}{33} = \frac{520}{33} N. This tension TT is positive and NB=10T(5/13)=10(520/33)(5/13)=10(40/33)(5)=10200/33=(330200)/33=130/33>0N_B = 10 - T(5/13) = 10 - (520/33)(5/13) = 10 - (40/33)(5) = 10 - 200/33 = (330-200)/33 = 130/33 > 0. So B does not lift off. This interpretation is consistent and leads to one of the options. The value of TT is not derived from a physical condition, but rather from the given μs\mu_s.

Final check of the interpretation:

  1. String attached to wall (at 20cm height) and to block B (at 10cm height). The "vertical part is 10cm".
  2. Total string length is 35cm. This implies the horizontal distance of B from the wall is x=352102=155x = \sqrt{35^2-10^2} = 15\sqrt{5} cm.
  3. The text "B is resting against vertical wall of A" implies they move together.
  4. The string pulls the system to the left with FH=TcosθF_H = T\cos\theta.
  5. The total normal force on the floor is Ntotal=(mA+mB)gTsinθN_{total} = (m_A+m_B)g - T\sin\theta.
  6. The coefficient of friction is μs=FH/Ntotal\mu_s = F_H / N_{total}. Using the calculated sinθ=2/7\sin\theta = 2/7 and cosθ=35/7\cos\theta = 3\sqrt{5}/7: μs=T(35/7)40T(2/7)\mu_s = \frac{T(3\sqrt{5}/7)}{40 - T(2/7)}. This expression will always contain 5\sqrt{5} unless TT is related to 4040 in a specific way that cancels it out. Since the options are rational, this interpretation is likely not the intended one.

The interpretation that leads to a rational answer is the one where x=24x=24 cm, Hh=10H-h=10 cm, and L1=26L_1=26 cm. This means the string is attached to the wall at 20 cm, and to the pulley (on B) at 10 cm, with a horizontal distance of 24 cm. The remaining string length is L2=3526=9L_2 = 35 - 26 = 9 cm. If the string from the pulley goes horizontally to A (at 10 cm height), then this is consistent. Then sinθ=5/13\sin\theta = 5/13 and cosθ=12/13\cos\theta = 12/13. The horizontal force on the system is FH=T(1+cosθ)=T(1+12/13)=T(25/13)F_H = T(1+\cos\theta) = T(1+12/13) = T(25/13). The normal force on the system is Ntotal=(mA+mB)gTsinθ=40T(5/13)N_{total} = (m_A+m_B)g - T\sin\theta = 40 - T(5/13). μs=T(25/13)40T(5/13)\mu_s = \frac{T(25/13)}{40 - T(5/13)}. If T=520/33T = 520/33 N (derived from assuming μs=3/7\mu_s=3/7 with the other interpretation), this value of TT is arbitrary here.

Let's assume the problem intends for the setup where the string pulls the system horizontally, and the vertical forces on the system from the string cancel out. This means Tsinθ1=Tsinθ2T\sin\theta_1 = T\sin\theta_2 (if there are two segments). If θ1=θ2\theta_1 = \theta_2, then L1=L2=17.5L_1=L_2=17.5 cm. x=17.52102=206.25x = \sqrt{17.5^2-10^2} = \sqrt{206.25}. Still not rational.

Given the options, and the ambiguity, the problem likely relies on a specific geometry or a common simplification that is not fully detailed. The most common interpretation for such problems leading to rational answers is often based on Pythagorean triples for string lengths. If we assume x=24x=24 cm, and the vertical drop is 10 cm, then L1=26L_1=26 cm. This leads to sinθ=5/13\sin\theta=5/13 and cosθ=12/13\cos\theta=12/13. If the string pulls the system horizontally, and the normal force is simply Mg=40Mg=40N (implying vertical components of tension cancel out, or are negligible). Then μs=FH/40\mu_s = F_H / 40. If FH=TcosθF_H = T\cos\theta (string directly to B). Then μs=T(12/13)/40\mu_s = T(12/13)/40. Still depends on TT.

This problem is poorly formulated. However, if forced to pick an answer from the options, and considering typical exam problem patterns, the value of 37\frac{3}{7} might arise from a specific combination of forces or a simplified model. Without further clarification from the problem setter or a standard convention for this exact ambiguous setup, a definitive derivation is challenging.