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A beam AB has mass 12 kg and length 5 m - Edexcel - A-Level Maths Mechanics - Question 5 - 2008 - Paper 1

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A beam AB has mass 12 kg and length 5 m. It is held in equilibrium in a horizontal position by two vertical ropes attached to the beam. One rope is attached to A, th... show full transcript

Worked Solution & Example Answer:A beam AB has mass 12 kg and length 5 m - Edexcel - A-Level Maths Mechanics - Question 5 - 2008 - Paper 1

Step 1

Find (i) the tension in the rope at C

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Answer

To find the tension in the rope at C, we can use the principle of moments about point A.

The weight of the beam (W_beam) is given by: Wbeam=mg=12imes9.81=117.72extNW_{beam} = mg = 12 imes 9.81 = 117.72 ext{ N}

Taking moments about A: TCimes4=Wbeamimes2.5T_C imes 4 = W_{beam} imes 2.5

Substituting the weight of the beam: TCimes4=117.72imes2.5T_C imes 4 = 117.72 imes 2.5 TC=117.72imes2.54=73.575extNT_C = \frac{117.72 imes 2.5}{4} = 73.575 ext{ N}

Thus, the tension in the rope at C is approximately 73.6 N.

Step 2

Find (ii) the tension in the rope at A

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Answer

Using the equilibrium condition for vertical forces, we have: TA+TC=WbeamT_A + T_C = W_{beam}

Substituting the values: TA+73.575=117.72T_A + 73.575 = 117.72 TA=117.7273.575=44.145extNT_A = 117.72 - 73.575 = 44.145 ext{ N}

Thus, the tension in the rope at A is approximately 44.1 N.

Step 3

Find (b) in terms of y, an expression for the tension in the rope at C

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Answer

Considering the additional load of mass 16 kg at a distance y from A, we can express the new tension in the rope at C. The total weight (W_load) of the additional load is: Wload=16imes9.81=156.96extNW_{load} = 16 imes 9.81 = 156.96 ext{ N}

Taking moments about point A again: TCimes4=Wbeamimes2.5+WloadimesyT_C imes 4 = W_{beam} imes 2.5 + W_{load} imes y

Substituting: TCimes4=117.72imes2.5+156.96imesyT_C imes 4 = 117.72 imes 2.5 + 156.96 imes y

Solving for T_C gives: TC=117.72imes2.5+156.96y4T_C = \frac{117.72 imes 2.5 + 156.96y}{4}

Step 4

Find (c) the range of possible positions for the load

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Answer

To ensure the rope at C does not break, we need: TC98extNT_C \leq 98 ext{ N}

Substituting our expression for T_C: 117.72imes2.5+156.96y498\frac{117.72 imes 2.5 + 156.96y}{4} \leq 98

Multiplying through by 4 results in: 117.72imes2.5+156.96y392117.72 imes 2.5 + 156.96y \leq 392

Calculating the left side: 294.3+156.96y392294.3 + 156.96y \leq 392

Rearranging gives:

y \leq \frac{97.7}{156.96}\ y \leq 0.6226 ext{ m}$$ Thus, the load must be no more than 0.6226 m from A.

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