Physics Private Tuitions
COMBINATION – 1 - SOLUTION
     UNITS & MEASUREMENTS, SC & VC, M1D, MIP, LOM, WPE, CIRCULAR MOTION,
                       ROTATIONAL MOTION, GRAVITATION
1.   4)   L x B x H = 5 mm x 10 mm x 5 mm
          L. C. = 0.01 cm = 0.1 mm
                     L B H 
               %V=             x 100
                    L    B   H 
                     0.1 0.1 0.1 
               %V=               x 100
                     5    10   5 
                          0.2 0.1 
                =         5  10  x 100
                                  
                        0.4  0.1 
                =       10  x 100
                                  
                % V =- 0.05 x 100 = 5 %
2.   1)   F  Energy  J
          V  Velocity  m/s
          T  Time  s
                        F    N  J
                S.T. =     
                        L    m m2
          i.e. From options;
                              E            J          J
          1  E1V–2T–2                          
                              2 2          2
                            V T         m 2         m2
                                          (s)
                                        s
3.   3)   Both bodies are dropped simultaneously; (u = 0)
          They will fall through same distance, in 2 s & relative distance will remain same between the 2 bodies.
                                                           1
4.   4)
          uy = 0
                                   1 2
                    sy = uy +       uyt
                                   2
                           1 2
                    h=      gt
                           2
                                                                                     2h 
          This is an example of horizontal projection & we know that for H.P. t =   g 
                                                                                     
5.   4)
                VR
                                     VBR
                      5             1 KM
                          Distance             1 Km
          Speed =                   VBR 
                            time                 1 
                                            15x     hr
                                                60 
          VBR = 4 Km / hr
          & By Pythagoras,
          VR =       (5)2  (4)2       25  16
          VR = 3 km/hr
6.   3)   Here, H1 = H2
                     u12 sin2 1 u22 sin2 2
                               
                          2g          2g
          u12        sin2 2       sin2 (60)
                              
          u22        sin2 1       sin2 (45)
                      3
          =           4 3
                      1 2
                      2
7.   4)   At maximum height speed is; u cos 
              u cos  = u/2   = 600
                           u2 sin2  u2 sin2 (60)
                    H=             
                              2g          2g
                                                           2
               42 x (3 / 4) 3u2
           =               
                   2g        8g
8.    1)
           Here; T cos 60 = 40
            T = 80 N
                                                 V1sin 
                                                             V1        m
            u1= V                   u2 = 0
               m                     m               
9.    1)                                     
                                                                      V1cos
                                                                      V2
           By LOCOE;
           K.Ei = K.Ef                                            m
           1         1        1      1
             m1u12  m2u22  m1v12  mv22
           2         2        2      2
                  1            1     1
                   m1v2  0  mv12  mv22
                  2            2     2
                   v2 = v12  v22
                  v22  v2  v12
                  v2 =      v12 – v2
                      mv2
10.   4)   C.P.F. =
                       r
                                        2
                               5
                   2000x  90 x 
           =                  18 
                                    =
                                      2000x 625
                                                = 200 x 25
                         250             250
           C.P.F. = 5000 N
                                                         3
11.   4)
                                          P2
            M
                         P1
                                                   P3
           By LOCOM;
           Pi = Pf
                                
                P1  P2  P3  0
                                    
                P3  – (P1  P2 )
                                             
                P3  – (– 3P i  2P j )
                                    
                |P3 | |P1  P2 |
                P3  ( 3p)2  (2P)2
                 =       13 p
12.   1)   m1 = m2 = m, u1 = V, u2 = 0
           By LOCOM; P = mv1 = mv
           m1u1 + m2u2 = m1v1 + m2v2
           P = m (v1 + v2)
                                  P
                V1 + v2 =
                                  m
                     P
                V1=    – v2
                     m
           Now, B gives an impulse of J to A meaning;
           Impulse = PB
                J = m (v2 – u2) = mv2
                V2 = J/m
                                 J    P
                                    (  v2 )
                     v2  v1 m m
           Now, e =           
                     u1  u2          u1
             J  P  J 2J P
                
           = m m m= m – m
                u1   P  P
                     m  m
                                                        4
                2J
           e=        –1
                p
13.   1)   By LOCOM;
           m1u1 + m2u2 = m1v1 + m2v2
                mu + 0 = 2 mv2
                u1 = 2v2  v = 2v2
                       v  v1
                   e= 2
                       u1  u2
                           v2   1
                   e=        
                          2v2 2
                   = 0.5
14.   1)   We know that
               dp
                          dp x v
           K = dv  dv 
                v           k
           Now change in pressure for both the sphere will be same assuming they are at same depth in the ocean.
                            1
                    dv 
                            k
                    Kbrass < ksteel  dvB > dvs
                             m(v  u)
15.   1)            F = ma =
                                t
                       3(3.5  2)
                   F=
                          25
                          3 x 1.5 3 x 15
                    F=           
                            25     25 x 10
                            9
                    F=          = 0.18 in the direction
                          5 x10
16.   2)   A = (2m, 3m, 4m)
           B = (1m, 2m, 3m)
                                                                           
                   Displacement = ( i  2 j  3 k)  (2 i  3 j  4 k)
                                     
                     x  – i  j –k
                          
                   w = F x
                                                               
                    =       (2 i  3 j  4 k)  ( i  j  k)
                    =       –2–3–4=–9J
                                                                        5
17.   4)
18.   3)   w  uniform
                      dw
           i.e.        =0
                      dt
                    =I  =0
                         2                              cos 
19.   4)            w=               and   T = 2
                          T                               g
                            2                 g
                   w=                                    and   cos = h
                             cos             cos 
                         2
                               g
                            g
                    w=
                            h
20.   2)
21.   4)
               I2               I1                I3
                             ML2                   ML2
           Here I2 = I3 =         and      I1 =
                                3                  12
                   I2 = I3 > I1
                                                                                 5
22.   1)   T.E. of particle performing vertical C.M. remains constant & T.E. =       mgr
                                                                                 2
23.   3)   to its plane = 2MR2 & M.I. of disc = g – 2Rcos2 ()
           g = g – R cos 
                      2   2
           g – g = R2cos2 
                                                                 6
                                                                                                       5MR2
24.   1)   M.I. ring about tangent to its palne = 2MR2 & M.I. of disc about tangent into the plane =
                                                                                                        4
                   I1 2MR2    8
                    
                          2
                            
                   I2 5MR     5
                        4
                        2
25.   3)           w=            = 2n
                         T
                             100 10
                  w = 2 x      
                              60     3
                  w = 10 x 60 = 600
26.   4)
                                                 mv2
27.   2)   N at highest point is given by; N =        mg
                                                  r
           If body loses contact N = 0
                   mv2
                       mg w2r = g
                    r
                        g   10
                  w      
                        r    3
28.   1)   At top of loop;
               mv2
           N=        mg
                 r
             50 x 250 x 250
           =                – 500
                  5000
           = 600 – 500
           N = 125 N
29.   1)
               A
                                         D
           h
                                                 r
                                                     C
                                                            7
           To complete the track BCD, Cart should have the critical speed at B =   5rg
                  T . EA = r . F.B
                    1
           mgh =      mv2
                    2
                        5rg                            5x3
                  gh =                    h=             = 7.5 M
                         2                              2
30.   4)
           By LOCOE;
           B.FH = K.FL
                            1 2
                  mg        mv
                            2
                  v=      2g
           and
                mv2        m(2g )  mg
           TL =      mg 
                  r
           T = 3 mg
31.   3)           T  r3
                                  3                3
                         r              3r 
                  T              =    
                        r               r 
           T  2T T  3 3 T
                        GMm
32.   2)   T.E. = –
                       2(R  h)
                        6.67 x 1011 x 6 x 1024 x 103
                  =
                            2(6400  3600)x 103
                        6.67 x 6 x 1024 x 1011
                   =
                                2(10000)
                  = – 6.67 x 3 x 109
                  = – 20.01 x 109
           T.E. = – 2.001 x 1010 J
                                                                     8
                         GM
33.   3)          g=
                           R2
                              M
                           Gx 
                      GMp
                  gp = 2     7
                              2
                       Rp   R
                             
                            2
                           4
                 gp =       g
                           7
                            4
                              g
                  wp mgp 7
                        
                  we   mg    g
                       4
                 wp =   x 3.5 = 2 kg wt.
                       7
                  Wp = 20 N
34.   2)
           Here; IA = 1 x 0 = 0, IB = 0
           Ic = 3 x (1)2, ID = 4 x (1)2
                                          IT
                 Radius of Gyration =
                                          MT
                       7
           =                m
                      10
35.   2)   K20  K2cm  R2
                 K2cm  K20 – R2
                 402 – 412 – 402
                  = 168 – 1600
           K=    81
           K = 9 cm
                                               9
                            1
36.   3)          K.E. =      I2
                            2
                       1
                 K.E. = I (22  12 )
                       2
                       1
                  500 = Ix [(2n2 )2  (2n1 )2 ]
                       2
                              1           240 
                                                 2
                                                      60  
                                                           2
                  1000 =        I x 4 2           
                              2          60       60  
                   1000
                            I x 16  1
                     4 2
                        250          50
                  I=             =          kg m2
                       15   2
                                     3 2
                 0 0  30
37.   1)                   = 0.05
                  T     600
                 I
           = 1 x 0.05 = – 0.05
           Now;
                       1
           = 30 x 600 –  x 0.05 x (600)2
                       2
           = 18000 – 9000
            = 9000
           work =  = 9000 x 0.05
           = 450 J
38.   2)   Lwax = Lsystem
           Mvr = Is 
                  ML2    L  
                               2
           Mvr =       M   
                  12     r  
                L      1    1
           vx      L2    
                4       12 16 
           v     28 
              L         
           4     12 x 16 
                        7
           v = L x
                       12
                            12 V
                  =
                             7L
                                                                 10
39.   1)   M = 10 kg,  = 10 Nm
                          MR2 10 x (0.2)2
                  Idisc =     
                            2      2
                  Idisc = 0.2
                                              10
                   I                         = 50
                                              0.2
                   0   t = 50 x 6 = 300 rad/sec
                        vi
40.   2)   Here, vf =
                        27
                  4         4
                     R13   R13 x 27
                  3         3
                  R1 = 3R2
                          2I       1
                  L = I =    ,L 
                           T        T
                  No external torque applied L is constant
                  I1   I
                     2
                  T1 T2
                   2 2 2 2
                     MR1     MR2
                   5      5
                     T1      T2
                             2
                       1        24 8
                 T2 =   x T1     
                       3         9   3
41.   2)   When beads are at the end. The M.I. of system is given by;
                                 2
                m 2        
           I=        2mb  
                12        2
              m 2 mb 2
           I=     
               12     2
           By LOCOAM;
           I1 1 + I2 2
           m 2    m 2 mb 2 
                           x 2
           12     12   2   
                           
           60 x 2 x 40  60 x 2 190 x 2 
                                      x 2
               12       12        2    
                                       
           200 2 = 100 2 x 2
           2 = 2 rad/s
                                                         11
                 = 40 – 2 = 38 rad/sec
42.   2)   By LOCOAM;
           I1 1 + I2 2
                2n1        2n2 
           I1         = I2       
                60          60 
           I1 x 90 = (75% I1) n2
                           3
                   90 =     n2  n2 = 120 RPM
                           4
                                                                 
43.   4)   Initially angular velocities of two wheels are 1 & 2
                   Angular momentum are in opposite direction
                    L = – L1 + L2 = – I 1 + I 2
                    After coupling; L  2I
                    By LOCOM; L = L 
                    – I 1 + I 2 = 2I                     2 =  2  1 
                    2 x 2  n = 2  (n2 – n1)
                           240  120
                    2n =             = 60 rpm
                               2
44.   1)   I1 = M.I. disc
           I2 = M.I. of Blob
           I2 = I1 + MR2
           By LOCOAM;
           I11  I22
           I1 (2n1 )  (I2  MR2 )2n2
           I1n1 = M1n2 + MR2n2
           I1(n1 – n2) = 1.9 x 10–3 x (25)2 x 10–4 x 2
                  1.9x 625 x 10 4 x 10 3 x 2
           I1 =                                = 2.375 x 10–7
                            (3  2)
           I1 = 2.375 x 10–4 kg m2
45.   1)
           At a given instant of time both front wheel and rear wheel will travel same distance;
                  distance, v x t  Vr = Vf
                                                         ************
                                                             12