Page 38 - Pra U STPM 2021 Penggal 1 - Physics
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Physics Term 1  STPM  STPM Model Paper (960/2)

                (b)   p                                             (iii)
                                                                  Extension (mm)
                                (ii)                                 3.0                  Q
                                (i)
                                                                                         P
                                (iii)
                      0             V                                2.0
                          V 0  2V 0

           Section C                                                 1.0
             18.  (a)   Friction between the road and the tyres.
                    Constant.                                     0.3  O                       Force (N)
                    Air resistance. Increases as speed increases.      0     8.0   16.0   24.0
                            20 – 0
                                    –2
                 (b)  (i)   a =    m s  = 4.0 m s –2                    Permanent extension = 0.3 mm
                             5.0                                    (iv)  Energy dissipated
                    (ii)  F = ma = 3.84 × 10  N
                                       3
                    (iii)  Forward force > friction + air               = area between loading and unloading
                        resistance                                        graphs
                                                                              –3
                                                                        = 5 × 10  J
                        As the speed increases, air resistance
                        increases.                          20.  (a)   (i)   Q = ∆U + W
                        To maintain a constant acceleration             Q : heat supplied,
                        the forward force must increase.                ∆  U : change in internal energy
                    (iv)                                                W : work done by the gas
                                        Air resistance              (ii)  Isothermal expansion, temperature
                                                                        constant.
                                             Forward force              ∆  U = 0
                                                                        Q = 0 + W
                                                                        Heat supplied  Q used to do work
                      Friction
                                                                        against external pressure when the
                 (c)  Power = Fv                                        gas expands.
                        25 × 10 3                               (b)  (i)   I:  V = constant, p ∝ T
                    F =        N = 1.25 × 10  N
                                          3
                          20                                               p  = 3p , hence T  = 3T 0
                                                                                        1
                                                                                0
                                                                           1
                                         Stress                     (ii)  II:  p = constant, V ∝ T
             19.  (a)   (i)   Young’s modulus =
                                         Strain                            When T  = 3T , V = V
                            F/A   (ke)L  kL                                      1    0     0   V
                    (ii)  Y =    =     =                                   Hence when T  = T , V  =   0
                             e/L   Ae    A                                            2   0  2  3
                 (b)  (i)   OP: Elastic deformation.                (iii)  I : ∆V = 0, W  = 0
                                                                                  1
                        When the wire is stretched, atoms are                      V
                                                                        II : W  = (3p )(  0  – V ) = – 2p V
                        displaced from the mean positions.                  2    0  3    0     0  0
                        When force is removed, atoms return                          V 2
                        to the original positions.                      III: W  = nRT ln ( V  ) and (p V  = nRT )
                                                                            3
                                                                                             0
                                                                                                    0
                                                                                               0
                        PQ: Plastic deformation.                                      1
                                                                                       V
                        When the  wire  is  stretched  beyond                = p V  ln (  0  ) = p V (ln3)
                                                                                0  0  V /3    0  0
                        the elastic  limit, atomic  planes slide                       0
                        over each other. When the force                    W  = W + W  + W 3
                                                                                 1
                                                                                    2
                        is  removed,  atoms  do  not  return                 = (ln3 – 2) p V  = – 0.90p V
                                                                                       0  0      0  0
                        completely to their original positions.
                               1      YA                                 p
                    (ii)  k =       =
                            gradient   L
                                                                       3p           II
                               20         20                            0
                        Y  = (      )(           ) N m –2
                                              –3 2
                             2.5 × 10 –3  π(0.60 × 10 )
                                                                                 III
                           = 2.1 × 10  N m –2                                           I
                                  10
                                                                        p 0
                                                                                             V
                                                                        0  V /3        V 0
                                                                            0
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     MODEL PAPER PHY T1.indd   328                                                                    4/9/18   8:32 AM
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