Cambridge A Level Mathematics 9709 — 2018 Feb/March Paper 5 · Variant 2
9709/52/F/M/18 · 7 questions · 50 marks · ≈56 min
The question paper and its mark scheme, free to read here and free to download. This is Cambridge’s own paper, exactly as it was sat.
Question paper16 pages
















Mark scheme11 pages
Answers below. Sit the paper first if you are practising.











Questions as text
Q1 · A uniform rectangular block has a square base ABCD with AB = BC = 0.4 m
1 A uniform rectangular block has a square base ABCD with AB = BC = 0.4 m. The height of the block is h m. The block is placed with its base on a rough plane inclined at 30° to the horizontal. The block does not slide. It is given that the block is on the point of toppling when the diagonal AC lies along a line of greatest slope. Calculate h. [3] ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................
Mark scheme: 1 d = 2 (0.2 + 0.22) (= 0.2828) OR AC = 2 (0.4 +0.42) (= 0.56568..) B1 Note d = 1 2 AC tan30 = 0.2828 / (h / 2) M1 h = 0.98(0) A1 2 6 / 5 3
Q2 · An object is projected with speed 15 m s−1 at an angle of 35° above the horizontal from a…
2 An object is projected with speed 15 m s−1 at an angle of 35° above the horizontal from a point on horizontal ground. Find the speed and direction of motion of the object at time 2 s after the instant of projection. [5] ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................
Mark scheme: 2 u = 15cos35 ( = 12.287) B1 Use horizontal motion v = 15sin35 – 2g ( = –11.396) B1 Use vertical motion V = 2 (12.287 + 11.3962) OR tanθ = ±11.396 / 12.287 M1 V = 16.8 m s–1 A1 θ = 42.8° below the horizontal A1 5
Q3 · A small ball B is connected to one end of a light elastic string of natural length 0.4 m…
3 A small ball B is connected to one end of a light elastic string of natural length 0.4 m and modulus of elasticity 12 N. The other end of the string is attached to a fixed point A. The ball is projected with speed 1 m s−1 vertically downwards from a position 0.4 m vertically below A, and reaches its greatest speed at the point 0.7 m below A. (i) Show that the mass of B is 0.9 kg. [2] ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ (ii) Calculate the greatest speed of B. [4] ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................
Mark scheme: 3(i) mg = 12(0.7 – 0.4) / 0.4 M1 Use T = λx / L m = 0.9 kg AG A1 2 Question Answer Marks Guidance 3(ii) EPE = 12(0.7 – 0.4)2 / (2 × 0.4) B1 Correct EPE term 0.9v2 / 2 = 0.9g(0.7 – 0.4) + 0.9 × 12 / 2 – 12(0.7 – 0.4)2 / (2 × 0.4) M1 Attempts a 4 term energy equation A1 Correct equation v = 2 m s–1 A1 4
Q4 · A particle P is projected from a point O on horizontal ground
4 A particle P is projected from a point O on horizontal ground. At the instant t s after projection, the horizontal and vertically upwards displacements of P from O are x m and y m respectively. The equation of the trajectory of P is y = 3x −0.05x2. (i) Find the angle of projection and the initial speed of P. 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(ii) Find the coordinates of P at the instant when OP makes an angle of 45° with the horizontal. 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(iii) For the instant when P is at its greatest height above the ground, calculate this height and the corresponding value of t. 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Mark scheme: 4(i) (tanθ = 3) θ = 71.6° B1 Use the formula sheet for the trajectory equation 0.05 = g / (2V 2cos271.6) M1 V = 10 10 = 31.6 m s–1 A1 3 4(ii) x = 3x – 0.05x2 M1 Use y = x x = 40 and y = 40 A1 2 Question Answer Marks Guidance 4(iii) dy / dx = 3 – 0.1x = 0 M1 Use the fact that the gradient is zero at the highest point x = 30, y = (3 × 30 – 0.05 × 302) = 45 A1 30 = (31.6cos71.6)t M1 Use horizontal motion t = 3.01 A1 t = 3 if exact arithmetic used 4
Q5 · 0.4 m P 30Å 0.4 m One end of a light inextensible string of length 0.4 m is attached to…
5 0.4 m P 30Å 0.4 m One end of a light inextensible string of length 0.4 m is attached to the lowest point of a hemisphere of radius 0.4 m fixed with its axis vertical. A particle P of mass 0.3 kg is attached to the other end of the string. The string is straight and makes an angle of 30° with the horizontal. P moves on the smooth inner surface of the hemisphere in a horizontal circle (see diagram). (i) Calculate the smallest possible angular speed of P. 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(ii) Given that the greatest possible tension in the string is 5 N, calculate the greatest possible speed of P. 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Mark scheme: 5(i) EITHER: Rcos60 = 0.3g (M1 Resolve vertically R = 6 N A1 6cos30 = 0.3ω 2 × 0.4cos30 M1 Use Newton's Second Law horizontally ω = 5 2 = 7.07 rad s–1 A1) OR: 0.3gcos30 = 0.3 × (0.4cos30)ω 2cos60 (M1 Resolve along the tangent A1 Correct equation ω = 5 2 = 7.07 rad s–1 M1 Attempt to solve for ω A1) 4 Question Answer Marks Guidance 5(ii) Rcos60 = 0.3g + 5sin30 M1 Resolve vertically R = 11 N A1 11cos30 + 5cos30 = 0.3v2 / (0.4cos30) M1 Resolve horizontally v = 4 m s–1 A1 4
Q6 · 1 v m s−1 P N O A small object of mass 0.2 kg rests at a point O on a rough horizontal…
6 1 v m s−1 P N O A small object of mass 0.2 kg rests at a point O on a rough horizontal surface. The coefficient of friction between the object and the surface is 0.5. A force of magnitude P N acting at an angle 1 below the horizontal is applied to the object. The velocity of the object is v m s−1 away from O at time t s after the force begins to act (see diagram). It is given that tan 1 = 3 and that P = 0.4t for 0 ≤t ≤8. 4 (i) Find the value of t when the object starts to move. 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When t = 8 the force of magnitude P N ceases to act. (iii) Find the distance travelled by the object after t = 8 before it comes to rest. 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Mark scheme: 6(i) R = 0.2g + 0.4tsinθ ( = 2 + 0.24t) F = 0.5(2 + 0.24t) = 1 + 0.12t M1 Resolve vertically and use F = µR 0.4tcosθ = 1 + 0.12t M1 Resolve horizontally t = 5 A1 3 6(ii) 0.2dv/dt = 0.4t × 0.8 – (1 + 0.12t) M1 Use Newton's Second Law horizontally dv / dt = t – 5 AG A1 2 Question Answer Marks Guidance 6(iii) d ∫v = ( ) 5 d ∫ − t t v = t2 / 2 – 5t + c M1 Attempt to integrate the equation from part(ii) v = 0 when t = 5 hence c = 12.5 A1 Finds the constant of integration, c v = 82 / 2 – 5 × 8 + 12.5 = 4.5 A1 Find v when t = 8 a = −0.5 × 0.2g / 0.2 = –5 m s–1 and s = 4.52 / (2 × 5) M1 Finds a and uses 2 v = 2 u + 2as s = 2.025 m A1 5
Q7 · A 48Å 0.6 m D r m B 0.25 m 0.3 m 0.3 m C Fig
7 A 48Å 0.6 m D r m B 0.25 m 0.3 m 0.3 m C Fig. 1 ABCD is a uniform square lamina with sides of length 0.6 m. A circular hole of radius r m is made in the lamina. The centre of the hole is 0.3 m from AB and 0.25 m from AD. The lamina is freely suspended at A and hangs with the axis of symmetry making an angle of 48° with the horizontal (see Fig. 1). (i) Show that r = 0.214, correct to 3 significant figures. 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........................................................................................................................................................ ........................................................................................................................................................ ........................................................................................................................................................ 15 N 60Å A D B C Fig. 2 The lamina is held in equilibrium with AD horizontal by a force of magnitude 15 N acting in the plane of the lamina applied at D. The line of action of this force makes an angle of 60° with the vertical (see Fig. 2). (ii) Find the weight of the original square lamina, before the hole was made. 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Mark scheme: 7(i) tan48 = x /0.3 M1 x is the distance of the centre of mass from AD x = 0.3332 A1 0.62 × 0.3 = πr 2 × 0.25 + (0.62 – πr 2) x OR 0.62 × 0.3 = πr 2 × 0.35 + (0.62 – πr 2) × (0.6 – x ) M1 Take moments about AD Take moments about BC πr 2 × (0.3332 – 0.25) = 0.62 × (0.3332 – 0.3) OR πr 2(0.6 – 0.3332 – 0.35) = 0.62 (0.6 – 0.3332 – 0.3) A1 r = 0.214 AG A1 5 Question Answer Marks Guidance 7(ii) 0.3W = 0.6 × 15cos60 M1 Take moments about C.(W = weight of the lamina) W = 15 A1 Square = 15 × 0.62 / (0.62 – π × 0.2142) M1 Recognise that the ratio of weights = ratio of areas Square = 25(.0) N A1 4
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