1.
at t = 3 sec
vinstantaneous = 20 m/s (since at t = 3 along x-axis , the value of y-coordinate or velocity is 20)
2.
at t = 9 sec
vinstantaneous = - 10 m/s (since at t = 9 along x-axis , the value of y-coordinate or velocity is - 10)
3.
ainstantaneous = slope of line AB = BC/AC = (20 - 0)/(2 - 0) = 10 m/s2
4.
vi = initial velocity at t = 5 , = 10 m/s
vf = final velocity at t = 10 s , = 0 m/s
t = time interval = 10 - 5 = 5 sec
average acceleration is given as
average acceleration = (vf - vi)/t
average acceleration = (0 - 10)/5 = - 2 m/s2
5.
vi = initial velocity at t = 0 , = 0 m/s
vf = final velocity at t = 10 s , = 0 m/s
t = time interval = 10 - 0 = 10 sec
average acceleration is given as
average acceleration = (vf - vi)/t
average acceleration = (0 - 0)/10 =0 m/s2
7.
displacement = area of triangle ABH + area of triangle DIE + area of rectangle BDGH + area of rectangle IEFG
displacement = (0.5) (BH x AH) + (0.5) (DI x IE) + (BH x HG) + (IG x GF)
displacement = (0.5) ((20 - 0) x (2 - 0)) + (0.5) ((20 - 10) x (5 - 4)) + ((20 - 0) x (4 - 2)) + ((10 - 0) x (5 - 4))
displacement = 75 m
8.
displacement from t = 0 to t = 6 is given as
displacement = area of isosceles trapezium ABDJA
displacement = (0.5) (BD + AJ) (BH) = (0.5) (2 + 6) (20) = 80 m
initial position = 3 m
displacement = final position - initial position
80 = final position - 3
final position = 83 m
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