9709/41

Mathematics 9709/41October/November 2022

Cambridge AS Level · Mechanics · worked solutions for every part, with the mark scheme

6
questions
50
marks
75
minutes

Topics Forces and Equilibrium · Energy, Work and Power · Newton's Laws of Motion · Kinematics of Motion in a Straight Line · Momentum

Q15MForces and EquilibriumFree sample

Coplanar forces of magnitudes P NP\text{ N}, Q NQ\text{ N}, 16 N16\text{ N} and 22 N22\text{ N} act at a point in the directions shown in the diagram. The forces are in equilibrium.

Find the values of PP and QQ.

DifficultyMedium-Easy
Worked solution

Approach

Since the four coplanar forces are in equilibrium, the vector sum of all forces is zero. This means the sum of horizontal components is zero and the sum of vertical components is zero. We resolve each force into horizontal and vertical components using the angles given in the diagram, then solve the resulting two equations for PP and QQ.

Working

Resolving horizontally (taking right as positive):

The forces with horizontal components are:

  • 22 N22\text{ N} acting to the right: +22+22
  • 16 N16\text{ N} at 55°55° to the positive xx-axis: +16cos55°+16\cos 55°
  • P NP\text{ N} at 25°25° below the negative xx-axis: Pcos25°-P\cos 25°
  • Q NQ\text{ N} is vertical, so no horizontal component.

Setting the sum equal to zero:

22+16cos55°Pcos25°=0Pcos25°=22+16cos55°\begin{aligned} 22 + 16\cos 55° - P\cos 25° &= 0 \\ P\cos 25° &= 22 + 16\cos 55° \end{aligned}

Resolving vertically (taking upwards as positive):

The forces with vertical components are:

  • Q NQ\text{ N} acting upwards: +Q+Q
  • 16 N16\text{ N} at 55°55° to the positive xx-axis: +16sin55°+16\sin 55°
  • P NP\text{ N} at 25°25° below the negative xx-axis: Psin25°-P\sin 25°
  • 22 N22\text{ N} is horizontal, so no vertical component.

Setting the sum equal to zero:

Q+16sin55°Psin25°=0Q+16sin55°=Psin25°\begin{aligned} Q + 16\sin 55° - P\sin 25° &= 0 \\ Q + 16\sin 55° &= P\sin 25° \end{aligned}

Solving for PP from the horizontal equation:

P=22+16cos55°cos25°P=22+16(0.573576)0.906308P=22+9.1772230.906308P=31.1772230.906308P=34.4003\begin{aligned} P &= \frac{22 + 16\cos 55°}{\cos 25°} \\ P &= \frac{22 + 16(0.573576)}{0.906308} \\ P &= \frac{22 + 9.177223}{0.906308} \\ P &= \frac{31.177223}{0.906308} \\ P &= 34.4003 \end{aligned}

Rounding to 3 significant figures: P=34.4 NP = 34.4\text{ N}.

Solving for QQ from the vertical equation:

Q=Psin25°16sin55°Q=34.4003×0.42261816×0.819152Q=14.538113.1064Q=1.4317\begin{aligned} Q &= P\sin 25° - 16\sin 55° \\ Q &= 34.4003 \times 0.422618 - 16 \times 0.819152 \\ Q &= 14.5381 - 13.1064 \\ Q &= 1.4317 \end{aligned}

Rounding to 3 significant figures: Q=1.43 NQ = 1.43\text{ N}.

Answer

P=34.4,Q=1.43P = 34.4, \quad Q = 1.43
Final answer

P = 34.4, Q = 1.43

Detailed explanation

Walkthrough

The problem states that four coplanar forces act at a point and are in equilibrium. Equilibrium means the net force is zero, so we can split this into two independent conditions: the sum of horizontal components is zero, and the sum of vertical components is zero.

Step 1: Identify the direction and components of each force.

From the diagram:

  • Q NQ\text{ N} acts vertically upwards along the positive yy-axis. Its horizontal component is 00 and its vertical component is +Q+Q.
  • 22 N22\text{ N} acts horizontally to the right along the positive xx-axis. Its horizontal component is +22+22 and its vertical component is 00.
  • 16 N16\text{ N} acts in the first quadrant at 55°55° above the positive xx-axis. Its horizontal component is +16cos55°+16\cos 55° and its vertical component is +16sin55°+16\sin 55°.
  • P NP\text{ N} acts in the third quadrant at 25°25° below the negative xx-axis. This means it points left and down. Its horizontal component is Pcos25°-P\cos 25° (negative because it points left) and its vertical component is Psin25°-P\sin 25° (negative because it points down).

Step 2: Resolve horizontally.

Sum of horizontal components =0= 0:

22+16cos55°Pcos25°=022 + 16\cos 55° - P\cos 25° = 0

Rearranging gives:

Pcos25°=22+16cos55°P\cos 25° = 22 + 16\cos 55°

This is one equation with one unknown (PP), so we can solve for PP directly.

Step 3: Resolve vertically.

Sum of vertical components =0= 0:

Q+16sin55°Psin25°=0Q + 16\sin 55° - P\sin 25° = 0

Rearranging gives:

Q+16sin55°=Psin25°Q + 16\sin 55° = P\sin 25°

Now that we know PP, we can substitute to find QQ.

Step 4: Calculate PP.

P=22+16cos55°cos25°=22+9.17720.9063=31.17720.9063=34.4003P = \frac{22 + 16\cos 55°}{\cos 25°} = \frac{22 + 9.1772}{0.9063} = \frac{31.1772}{0.9063} = 34.4003

So P34.4 NP \approx 34.4\text{ N}.

Step 5: Calculate QQ.

Q=Psin25°16sin55°=34.4003×0.422616×0.8192=14.538113.1064=1.4317Q = P\sin 25° - 16\sin 55° = 34.4003 \times 0.4226 - 16 \times 0.8192 = 14.5381 - 13.1064 = 1.4317

So Q1.43 NQ \approx 1.43\text{ N}.

Key Takeaways

  • When a system of coplanar forces is in equilibrium, both the horizontal and vertical components must independently sum to zero.
  • Resolving forces into perpendicular components is the standard method for solving equilibrium problems with forces at angles.
  • Always carefully determine the sign (positive or negative) of each component based on the direction the force points relative to the chosen positive axes.
  • When a force makes an angle θ\theta with a horizontal or vertical reference line, use cosθ\cos\theta for the component along that reference line and sinθ\sin\theta for the perpendicular component.

Common Mistakes

  • Sign errors in components: Forgetting that PP acts in the third quadrant means both its horizontal and vertical components are negative. A common error is writing +Pcos25°+P\cos 25° or +Psin25°+P\sin 25° instead of Pcos25°-P\cos 25° and Psin25°-P\sin 25°.
  • Mixing up sin and cos: Using sin\sin where cos\cos should be used (or vice versa) when resolving forces at an angle. Remember: the component along the reference line (the one the angle is measured from) uses cos\cos, and the perpendicular component uses sin\sin.
  • Forgetting a term: The mark scheme requires 3 terms in the resolution equations. Students sometimes omit one of the forces, especially QQ in the horizontal equation (which is zero) or 2222 in the vertical equation (which is also zero).
  • Rounding too early: Carrying only 2 or 3 decimal places in intermediate steps can lead to an incorrect final answer for QQ. Keep at least 4-5 significant figures during calculation.

Things to Be Careful About

  • Direction of PP: The diagram shows PP making 25°25° with the negative xx-axis (dashed line) in the third quadrant. This means PP points left and down, so both components are negative. Do not confuse this with an angle measured from the positive xx-axis.
  • Sign conventions: Choose a consistent sign convention (e.g., right and up positive) and apply it uniformly to all forces. The mark scheme allows sign errors in the initial resolution attempt (M1), but the final equations must be correct (A1).
  • Precision of final answers: The mark scheme gives P=34.4P = 34.4 and Q=1.43Q = 1.43 to 3 significant figures. Using more precise intermediate values (P=34.40025941P = 34.40025941, Q=1.431745128Q = 1.431745128) ensures the final answers are correct to the required precision.
  • Equilibrium condition: Remember that equilibrium requires the vector sum to be zero, not just the magnitudes. This is why we must resolve into components rather than simply adding magnitudes.
Techniques used
resolve forces horizontallyresolve forces verticallyapply equilibrium conditionsolve simultaneous equations

The rest of this paper

5 more questions
  • Q2Momentum · Energy, Work and Power5M
  • Q3Forces and Equilibrium · Energy, Work and Power · Newton's Laws of Motion9M
  • Q4Newton's Laws of Motion · Forces and Equilibrium · Kinematics of Motion in a Straight Line9M
  • Q5Kinematics of Motion in a Straight Line10M
  • Q6Forces and Equilibrium · Energy, Work and Power12M
Loading the full paper…