Translatory Motion and Kinematic Equations

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A set of vocabulary flashcards covering the three equations of motion, velocity-time graph analysis, free-fall motion, and projectile motion based on Unit 3 Translatory Motion.

Last updated 8:49 AM on 9/30/26
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13 Terms

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First Equation of Motion

The equation vf=vi+atv_f = v_i + at, representing the relation between initial velocity (viv_i), final velocity (vfv_f), acceleration (aa), and time (tt).

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Second Equation of Motion

The equation S=vit+12at2S = v_i t + \frac{1}{2} a t^2, representing the relation between initial velocity (viv_i), acceleration (aa), distance (SS), and time (tt).

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Third Equation of Motion

The equation 2aS=vf2−vi22aS = v_f^2 - v_i^2, representing the relation between initial velocity (viv_i), final velocity (vfv_f), acceleration (aa), and distance (SS).

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<p>Velocity-Time Graph for Constant Acceleration</p>

Velocity-Time Graph for Constant Acceleration

A graphical representation of motion where line segment ABAB represents uniform acceleration aa, line segment OAOA represents initial velocity viv_i, line segment BDBD represents final velocity vfv_f, and line segment ODOD represents time tt.

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Slope of Velocity-Time Graph

The slope represented by a=BCAC=BD−CDODa = \frac{BC}{AC} = \frac{BD - CD}{OD}, which gives the acceleration of a moving body.

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Total Distance Travelled (Velocity-Time Graph)

The total area under the velocity-time graph equal to the area of trapezium OABDOABD, calculated as S=12(sum of parallel sides)×(distance between the parallel sides)=12(OA+BD)×ODS = \frac{1}{2}(\text{sum of parallel sides}) \times (\text{distance between the parallel sides}) = \frac{1}{2}(OA + BD) \times OD.

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Free-Fall Motion

An example of uniformly accelerated motion where all objects (lighter or heavier) fall freely near the surface of the Earth with the same acceleration, independent of their masses, in the absence of air resistance.

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Acceleration Due to Gravity

The uniform acceleration experienced by a free-falling body, denoted by gg, directed towards the centre of the Earth, with a value of 9.81 m s−29.81\,m\,s^{-2}.

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First Equation of Motion for Free-Fall

The kinematic equation vf=vi+gtv_f = v_i + gt, obtained by replacing acceleration aa with acceleration due to gravity gg.

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Second Equation of Motion for Free-Fall

The kinematic equation h=vit+12gt2h = v_i t + \frac{1}{2} g t^2, obtained by replacing distance SS with height hh and acceleration aa with gg.

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Third Equation of Motion for Free-Fall

The kinematic equation 2gh=vf2−vi22gh = v_f^2 - v_i^2, obtained by replacing distance SS with height hh and acceleration aa with gg.

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Projectile Motion

The motion of a body along a curved path in a plane having both vertical and horizontal components under the influence of gravitational force.

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Trajectory

The curved path followed by a body undergoing projectile motion in a plane.