w w ap eP m e tr .X w UNIVERSITY OF CAMBRIDGE INTERNATIONAL EXAMINATIONS s er om .c Pre-U Certificate MARK SCHEME for the May/June 2011 question paper for the guidance of teachers 9795 FURTHER MATHEMATICS 9795/02 Paper 2 (Further Application of Mathematics), maximum raw mark 120 This mark scheme is published as an aid to teachers and candidates, to indicate the requirements of the examination. It shows the basis on which Examiners were instructed to award marks. It does not indicate the details of the discussions that took place at an Examiners’ meeting before marking began, which would have considered the acceptability of alternative answers. Mark schemes must be read in conjunction with the question papers and the report on the examination. • Cambridge will not enter into discussions or correspondence in connection with these mark schemes. Cambridge is publishing the mark schemes for the May/June 2011 question papers for most IGCSE, Pre-U, GCE Advanced Level and Advanced Subsidiary Level syllabuses and some Ordinary Level syllabuses. Page 2 1 (i) Mark Scheme: Teachers’ version Pre-U – May/June 2011 Syllabus 9795 ( X 1 + X 2 + X 3 ) − (Y1 + Y2 + Y3 + Y4 ) ~ N( (3 × 30 − 4 × 20), (3 × 9 + 4 × 4) ) Paper 02 B1,B1 [2] i.e. N(10,43) (ii) z= 0 − 10 = −1.52(5) (Accept 1.52 to 1.53) 43 P( X 1 + X 2 + X 3 > Y1 + Y2 + Y3 + Y4 ) = 0.936 2 (i) –12.25 P(X ≤ 5) = e 12.25 2 12.25 3 12.25 4 12.25 5 1 + 12.25 + + + + 2! 3! 4! 5! = 0.0174 (ii) z= 5.5 − 12.25 = −1.929 3.5 [3] M1A1 [3] M1A1 (Allow 0.027(0)) (iii) Result is not reliable (error is approximately 50%). The mean is not large enough. (i) (a) A1 A1 P(X ≤ 5) (from tables) = 1 – 0.9731 = 0.0269 3 M1A1 156.88 + 123.97 = 12.21 (AG) 15 + 10 − 2 (b) x A = 30.7 x B = 33.4 ν = 23 t 23 (0.975) = 2.069 s2 = A1 [3] B1 B1 [2] M1A1 [2] B1 B1B1 95% confidence limits are: (33.4–30.7) ± 2.069 × 3.494 1 1 + 15 10 95% confidence interval is: (–0.252, 5.65) (Accept –0.251 for LB) (ii) Since 0 ∈ CI there is not enough evidence to suggest that the claim is valid. © University of Cambridge International Examinations 2011 M1A1√ A1 [6] M1A1√ [2] Page 3 4 (i) Mark Scheme: Teachers’ version Pre-U – May/June 2011 ( )= ∫ EX 2 ∞ 0 x2 e θ − x θ ∞ 2 −x = − x e θ + 0 ∫ Paper 02 M1 dx ∞ 0 ∞ x − θ = − 2 xθe + 0 Syllabus 9795 ∫ 2 xe ∞ 0 − 2θe M1A1 x θ dx − M1 x θ dx ∞ x − = − 2θ 2 e θ 0 2 = 2θ (ii) E(T) = θ 2 [( A1 2 2 E(T ) = E k X 1 + X 2 + ....... + X n [ 2 2 2 )] 2 = k E ( X 1 ) + E( X 2 ) + ...... + E ( X n ) = knE ( X 2 ) ⇒ θ 2 = 2knθ 2 1 ⇒k= 2n [5] B1 M1 ] © University of Cambridge International Examinations 2011 A1 M1 A1 [5] Page 4 5 (i) Mark Scheme: Teachers’ version Pre-U – May/June 2011 P(X = r) = qr–1p ⇒ M (t ) = ∞ ∑q r −1 Syllabus 9795 pe tr Paper 02 M1 1 (ii) (a) (b) = p (qe t ) r ∑ q 1 = p qe t pe t × = q 1 − qe t 1 − qe t ∞ A1 A1 (1 − qe t ) pe t + pe t .qe t pe t = (1 − qe t ) 2 (1 − qe t ) 2 p p 1 = 2 = E( X ) = M ′(0) = 2 p (1 − q) p M ′(t ) = M ′′(t ) = (1 − qe t ) 2 . pe t + 2 pe t (1 − qe t )qe t (1 − qe t ) 4 p 3 + 2 p 2 q p + 2q 1 + q = = 2 (acf) p4 p2 p 1+ q 1 q 1− p Var ( X ) = 2 − 2 = 2 or (OE) p p p p2 E ( X 2 ) = M ′′(0) = (iii) µ =6 ( and σ 2 = 30 ) [3] (AG) (or σ = 30 ) P Y − 6 < 30 = P(Y ≤ 11) 11 5 = 1 − = 0.865 6 © University of Cambridge International Examinations 2011 M1 M1A1 M1 A1 M1A1 [7] B1 M1 A1 [3] Page 5 6 (i) Mark Scheme: Teachers’ version Pre-U – May/June 2011 F( x) = ∫ x 2x 2x dx = = 0π π 0 π x2 Syllabus 9795 π 0 < x < 2 2 sin −1 y π 2 dG ⇒ g( y) = = π 1− y2 dy 0 ⇒ G( y) = B1B1 B1B1 0 < y <1 0 < y <1 Paper 02 M1A1 [6] (AG) Otherwise OR π For X ~ U 0, and y = sin x 2 ∫ π 2 0 B1 B1 2 dx = 1 π x = 0 ⇒ y = 0 and x = π ⇒ y =1 2 dy dx 1 1 = cos x ⇒ = = dx dy cos x 1− y2 ∫ (b) ∫ A1 1 2 1 . dy = 1 0π 1− y2 2 f( y ) = π 1 − y 2 0 (ii) (a) M1A1 M 0 2 π 1− y 2 dy = 0 < y <1 Otherwise =− ∫ M1 M1A1 (CAO) y 2 . dy 0π 1− y2 M1A1 [5] M1 1 1 2 2 1− y2 = 0 π π [6] (AG) 1 2 2 1 arcsin M = π 2 1 π M = sin = 2 4 E(Y ) = A1 (CAO) © University of Cambridge International Examinations 2011 M1A1 [3] Page 6 7 Mark Scheme: Teachers’ version Pre-U – May/June 2011 (i) Uses conservation of energy: 0.3 × 10 × 1.5(cos 40 0 − cos 75 0 ) = ⇒ v = 3.90 (AG) Syllabus 9795 1 × 0.3v 2 where speed is v ms–1. 2 v 2 15.216... = = 10.1(4) ms–2 r 1.5 Magnitude of acceleration = 8 (=2.425) (b) Uses impulse = change in momentum. 0 Im = 0.3(7 sin 60 + 0.4 × 7 sin 60) = 2.55 Ns (ii) Magnitude of velocity = (7 cos 60 0 ) 2 + (0.4 × 7 sin 60 0 ) 2 = 4.26 ms–1. 0.4 × 7 sin 60 0 0 7 cos 60 Direction = tan −1 9 (i) (ii) [3] B1 B1 (6.428 2 + 10.14 2 ) = 12.0 ms–2. (i) (a) Component of velocity perpendicular to wall = 0.4 × 7 sin 60 0 M1A1 A1 (g = 9.8 gets M1A1A0). (ii) Transverse component = − g sin 40 0 = −6.428 = −6.43 ms–2 (Ignore sign). Radial component = Paper 02 = 34.7 0 v A = (10 sin 42 o )i + (10 cos 42 o ) j and v B = 15i o o (Accept –8.31i + 7.43j). A v B = (10 sin 42 − 15)i + (10 cos 42 ) j rA = (10 sin 42 o )ti + (10 cos 42 o )tj and rB = 15ti + 13 j o o A rB = (10 sin 42 − 15)ti + (10 cos 42 t − 13) j B1√ [3] M1A1 [2] M1 A1 [2] M1A1 M1A1 [4] M1A1 [2] M1A1 [2] (Accept –8.31ti + [7.43t – 13]j). (iii) By considering relative motion, one object is taken to be at rest and the other B1 moving relative to it. Hence, when closest together, the relative position vector is perpendicular to the relative velocity vector; (i.e. dot product = 0). (iv) r . v B = (10 sin 42 o − 15) 2 t + 10 cos 42 o (10 cos 42 o t − 13) = 0 ⇒ (100 sin 2 42 o − 300 sin 42 o + 225)t + 100 cos 2 42 o t − 130 cos 42 o = 0 M1A1 130 cos 42 o ⇒t = = 0.777 or 47 minutes (i.e. 1247) (325 − 300 sin 42 o ) M1A1 A B A © University of Cambridge International Examinations 2011 [1] [4] Page 7 10 (i) Mark Scheme: Teachers’ version Pre-U – May/June 2011 Syllabus 9795 20 x , where T1 is the tension in AP (or BP) 2 10(3 − x) T2 = , where T2 is the tension in the other string. 1 10 x = 30 − 10 x ⇒ x = 1.5 T1 = So AP is 3.5 metres. Paper 02 M1A1 A1 A1 [4] (ii) Apply Newton II: 10(1.5 − y ) 20(1.5 + y ) − = 0.5 &y& 1 2 ⇒ &y& = −40 y ( ⇒ ϖ = 40 ) M1A1 (AG) (iii) Use y = a cosϖt [3] M1A1 − 0.5 = cos( 40t ) (a= 1) π 2π = 40t ⇒ t = (= 0.331) 3 3 10 11 A1 M1A1 [4] (i) Take x and y axes along and perpendicular to plane. y = V sin θ t − 0.5 g cos α t 2 2V sin θ y = 0 on landing ⇒ t = g cos α M1 M1A1 2V sin θ 1 2V sin θ − g sin α x = v cos θ g cos α 2 g cos α 2V 2 sin θ ⇒x= (cos θ cos α − sin θ sin α ) g cos 2 α 2 M1A1 (up plane). A1 [6] B1 [1] (AG) (ii) 2V 2 sin θ (cos θ cos α + sin θ sin α ) g cos 2 α (iii) 4(cos θ cos α − sin θ sin α ) = cos θ cos α + sin θ sin α ⇒ 3 cos θ cos α = 5 sin θ sin α 3 ⇒ = 5 tan θ tan α ⇒ tan θ = 1.2 ⇒ θ = 50.2 0 (Allow tan −1 1.2 or 0.876 rad.) (down plane). © University of Cambridge International Examinations 2011 M1A1√ M1 A1A1 [5] Page 8 12 (i) Mark Scheme: Teachers’ version Pre-U – May/June 2011 Syllabus 9795 Paper 02 B1 400000 N v M1A1 250000 × 10 20000 + = 25000 (No penalty for g=9.8 500 Driving force at speed v is Resistive forces total here.) At maximum speed these are equal 400000 = 25000 ⇒ v = 16 ms–1. (Allow 16.1 from g= 9.8) v M1A1 [5] (ii) Apply Newton II 400000 dv 16 dv − 25000 = 250000v ⇒ − 1 = 10v v dx dx v ⇒ M1A1 1 v2 1 256 dx = dv ⇒ dx = − v − 16 + dv 10 16 − v 10 16 − v ∫ ∫ ∫ M1A1√ ∫ x v2 = − − 16v − 256 ln 16 − v + c 10 2 v = 6 when x = 0 ⇒ c = 114 + 256 ln 10 M1 ⇒ (703.5) (acf) (Or use of M1A1 limits) ⇒ x 5 = 114 + 256 ln 10 − 72 − 192 − 256 ln 4 = 256 ln − 150 when 10 2 M1 v = 12. ⇒ x = 846 (AWRT) © University of Cambridge International Examinations 2011 A1 [9]