JPJC 2024 J2 H2 FM Prelim P1 Solutions
Uploaded by mnkthe3ms · 11 November 2024
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Text from the first pages1 2024 J2 H2 FM Prelims P1 (Solutions) Qn Solution 1 Let Pn be the statement that 2 1 1 1 2 n r r n for all integers 2n . To show P2 is true: LHS = 2 2 1 1 5 4r r . RHS = 1 3 52 2 2 4 . Hence P2 is true. Suppose Pk is true for some integer 2k , i.e. 2 1 1 1 2 k r r k . We want to show Pk + 1 is also true, i.e. 1 2 1 1 1 2 1 k r r k . 1 22 2 1 1 2 2 2 2 2 1 1 1 1 1 12 1 12 1 2 1 12 1 k k r r r r k k k k k k k k k k k k Hence Pk + 1 is true. Since P2 is true and Pk implies Pk + 1, by the Principle of Mathematical Induction, Pn is true for all integers 2n . 2(i) Using GC, 1 0 2 2 rref 0 1 0 2 0 0 0 0 A or 7 201 2 3 3 ref 0 1 0 2 0 0 0 0 A TDim( ) Rank( ) 2R A By the Rank-Nullity Theorem, TDim( ) 4 2 2K
2 2(ii) Basis for TR 1 2 1 , 1 3 7 Let 1 0 2 2 0 0 1 0 2 0 0 0 0 0 0 w x y z . Then 2 2 0 2 0 w y z x z 2 2 2 w y z x z 2 2 2 2 2 0 2 1 0 0 1 w y z x z y zy y z z Basis for TK 2 2 0 2,1 0 0 1 As T 3 1 11 R , 3 1 11 Ax for some 4x . Observe 3 1 2 1 1 1 2 1 11 3 7 , so a possible solution 1 2 0 0 x The general solution of 3 T( ) 1 11 x is 1 2 2 2 0 2 , ,0 1 0 0 0 1 x
3 3(i) Since the daily removal of concentration level is 7%, i.e. the concentration remaining end of each day is 93%. The recurrence relation is 7 1 00.93 2.5, 0n nu u u i.e. 1 00.6017 2.5, 0n nu u u Hence, 7 7 7 0 2.5(0.93 ) 1 0.93 (0.93 ) 6.2767, 0 n n n u c c u When 0, 0 6.2767 6.2767n c c Therefore, 6.28 1 0.602 (to 3 s.f.), 0, n nu n n 3(i) Alternatively: 7 1 7 7 2 27 7 2 27 7 7 3 3 27 7 7 3 0.93 2.5 0.93 0.93 2.5 2.5 0.93 (0.93 )2.5 2.5 0.93 0.93 2.5 (0.93 )2.5 2.5 0.93 0.93 2.5 (0.93 )2.5 2.5 n n n n n n u u u u u u Therefore, 1 27 7 7 7 0 7 07 0.93 0.93 2.5 0.93 2.5 .... (0.93 )2.5 2.5 1 0.93 2.5 since 01 0.93 6.28 1 0.602 (to 3 s.f.), 0, n nn n n n u u u n n 3(ii) Since 76.2767 1 0.93 6.2767 n nu for all 0n , the concentration level will always be less than 7 mg/l. So the Local Authority should allow the factory to go ahead with the discharge 4 Since 2 is an eigenvalue of A, 2 2 det 2 0 2 3 3 2 7 3 0 2 8 4 ( 2) ( 7)( 4) ( 3)(8) (2)[( 3)( 4) ( 3)(8)] 2[( 3)( 3) ( 3)( 7)] 0 ( 2)( 3 28 24) 6 24 6 24 0 ( 2)( 3 4) 0 ( 2)( 1)( 4) 0 1, 2 or 4 a a a a a a a a a a a a a a a a a a a a A I
4 4(i) det 0 A I 2 1 3 3 2 6 3 0 2 8 5 ( 1 ) ( 6 )(5 ) ( 3)(8) (2)[( 3)(5 ) ( 3)(8)] 2[( 3)( 3) ( 3)( 6 )] 0 ( 1)( 6) 0 3, 1 or 2 Using a GC, For 3 , 2 3 3 2 3 3 2 8 8 x 0 . An eigenvector is 0 1 1 . For 1, 0 3 3 2 5 3 2 8 6 x 0 . An eigenvector is 1 1 1 For 2, 3 3 3 2 8 3 2 8 3 x 0 . An eigenvector is 1 1 2 . 4(ii) If is an eigenvalue of A with corresponding eigenvector x, then 2 3 2 3 2 3 (2 3) , i.e. A I x Ax x x x x 2 3 is an eigenvalue of A with corresponding eigenvector x. Therefore the eigenvalues of A are –9, –5, 1, with corresponding eigenvectors 0 1 , 1 1 1 , 1 and 1 1 2 respectively. 5(i) 2 2 2 d d 0d d x xm k m xt t Characteristic equation: 2 2 2 2 2 0 4( )( ) i can be ignored22 ks m m m ks k m ms k k m ∵ General solution of x is 2e cos( ) sin( ) k tmx A t B t . At t = 0, x = 0 A = 0. Since 2e sin( ) k tmx B t , 2 2d e sin( ) e cos( )d 2 k kt tm mx Bk t B tt m
5 At t = 0, d .d x vt vB 2e sin( ) k tmvx t 5(ii) Period of vibrations, 2 .T Let 0 ,2t Amplitude at time t0 after the nth period, 02e k t nTm n vA Amplitude at time t0 after the (n+1)th 0 ( 1)2 1 e k t n Tm n vA 0 0 ( 1)2 1 2 2 e e e k t n Tm k Tn m k t nTn m v A A v (constant) Thus, amplitude of successive vibrations follows a geometric progression. 5(iii) Roots to the characteristic eqn will be real, distinct and negative. Thus the general solution will be 1 2e em t m tx A where m1 and m2 are positive constants. x will initially increase, then gradually decrease and tend to zero (overdamped system). A possible graph is − 0 . 5 0 . 5 1 1 . 5 2 −0 . 1 0 . 1 0 . 2 0 . 3 0 . 4 0 . 5 x y x t
6 6(i) 2 1n n nx x kx 6(ii) (ii) = = 0 The auxiliary equation is = 0 m = 2 1 1 4 1 0.11 2 = 1 1.44 2 m =1.1 or = Sub. , 20 = Sub. , 25 = Solving, c = 22.5 d = = 6(iii) 2 1 1 11 n n n n n n y y ky ry r y ky 7(i) 2d1 2 1 0d yx y x yx 2 22 1d 2 d 1 1 y x yy y yx x x Using Euler’s method, 2 1 1 2f , (0.5) 1 n n n n n n n n n yy y h x y y y y x , where 0 0 0, 1x y . 20 1 0 0 0 2(0.5) 1 21 (0.5) 1 1 1.5 yy y y x 21 2 1 1 1 2 2(0.5) 1 2 1.51.5 (0.5) 1.51 0.5 1.375 yy y y x 2nx 1 0.11n nx x 2 1 0.11n n nx x x 2 0.11m m 0.1 nx 1.1 0.1 nnc d 0 20u c d 1 25u 1.1 0.1c d 2.5 nx 22.5 1.1 2.5 0.1 nn
7 7(ii) 2 1 ... (1) d 1 d ... (2)d d y z y z x z x Subst. (1) and (2) into 2d1 2 1 0d yx y x yx , 2 2 1 d 1 11 2 1 0 d d1 2 1 0d d 2 1 (shown)d 1 zx x z x z z zx z xx z zx x 2 d1 22ln 1 I.F. e e 1 xx x x 2 2 2 2 2 2 2 3 2 d 21 1 1 d 1 d 1 1d 1 1 d 1 3 1 3 1 zx x z xx x x z xx x z x x x c x cz x 3 2 2 3 1 31 3 1 3 1 , where 3 1 x c y x xy A c x A When x = 0, y = 1, 3 1 21 AA . 2 3 3 1 1 2 xy x 7(iii) When x = 1, 2 3 3 1 1 6 51 1 2 y . 1.2 1.375% error 100 1.2 14.6 To improve, use a smaller step size h
8 8(i) d dsin 1 cos 1 cos ,, sind d xx r y r r y r Surface area 2π 2 2 0 2π 22 2 2 0 2π 2 0 2π 2 0 2π 2 0 2π 2 2 0 2 2 2 2 2π d 2π d 2π d d d d d 1 cos 1 cos sin 1 cos 1 2cos cos sin 1 cos 2 2cos 1 cos 2 1 1 2sin 2 1 cos sin2 2 si 2π d 2π d 8π d 8π n 2 y r r r r r r r r x y 2π 0 2π 2 0 2 2 2 3 cos sin2 2 2 co d 8π 2 cos 2 2 6 s2 3 2 4π8π 2 23 3 3 r rr 2 2 64πGiven 432 π.3 81 9 4 2 r r r
9 8(ii) At 3π 2, 2 , 3π2 1 cos cos 02 2 Equation of L: 2 3π 2y x Volume of solid generated 2 2 2 1.5π 0 1.5π 0 4πd 3π 2 3 π2 sin 1 cos 1 cos d π 3π2π
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