Independent study guide

Motion Graphs: From the Story to the Equation

Translate a motion story into position, velocity and acceleration graphs. Read slopes and signed areas, choose valid kinematics equations, and try six explained questions.

Nablio · 40 min · core guidePublished

The time estimate covers the core guide. Allow extra time for the optional practice.

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An object can be to the right of the origin while moving left. It can also have zero velocity at an instant when its acceleration is not zero. Reading a motion graph means separating position, its rate of change, and the rate of change of velocity.

Before you start: be comfortable finding the slope of a line and the area of a rectangle or triangle. The main examples use algebra; no integration is needed.

Goal: turn a short story into consistent graphs, distinguish distance from displacement, and choose an equation that is valid over the interval you are studying.

This original, independent lesson supports introductory mechanics kinematics, including Concordia PHYS 204 and McGill PHYS 101. Your current course outline determines the topics and depth you need.

1. Choose a positive direction and translate the words

Track one object along a straight line in one reference frame throughout the problem. Choose an origin x=0x=0 and take right as positive. Time tt is measured in seconds, position xx in metres, velocity vv in metres per second, and acceleration aa in metres per second squared.

  • “Left of the origin”: x<0x<0. This does not tell you the direction of motion.
  • “Moving left”: v<0v<0. Position is decreasing, even if it is still positive.
  • “Starts from rest”: the initial velocity is zero. Acceleration can be nonzero.
  • “Constant velocity”: velocity is unchanged, so a=0a=0 throughout that interval.
  • “Slows down”: the magnitude of velocity decreases. Acceleration opposes velocity; it is not necessarily negative.

Before looking for a formula, mark what changes and when: the start, a change in acceleration, a stop, a reversal, or the finish. An elapsed time begins at the start of your chosen interval, which need not be t=0t=0.

2. Read position: height and slope

On a position–time graph, height gives position at an instant. Slope gives velocity. The plotted curve is not the shape of the road: a curved trace can describe motion along a straight line.

For an interval from tit_i to tft_f, subscripts i and f mean initial and final. Displacement is Δx=xf−xi\Delta x=x_f-x_i and elapsed time is Δt=tf−ti\Delta t=t_f-t_i. Average velocity is:

vavg=ΔxΔtv_{\mathrm{avg}}=\frac{\Delta x}{\Delta t}

This is the slope of the straight line joining the two endpoints. To estimate velocity at one instant on a smooth curve, draw a tangent: a straight line that follows the curve’s direction at that point. Calculate its slope using two points on the tangent line. This instantaneous velocity can differ from the average over the original interval.

  • Positive slope: the object moves right. Negative slope: it moves left.
  • Horizontal segment: position stays fixed; the object is at rest throughout that interval.
  • Horizontal tangent at one point: velocity is zero at that instant; this does not prove a sustained rest.
  • Increasing slope magnitude: speed increases. The curve may be rising or falling.

Distance travelled adds the lengths of all parts of the path. Displacement compares only final and initial positions. A round trip has positive distance but can have zero displacement.

3. Read velocity and acceleration: slope and area

On a velocity–time graph, height is velocity; its magnitude ∣v∣|v| is speed. Slope is acceleration. On a straight segment:

a=vf−viΔta=\frac{v_f-v_i}{\Delta t}

The average acceleration over an interval of positive duration is aavg=(vf−vi)/Δta_{\mathrm{avg}}=(v_f-v_i)/\Delta t, in m/s2\mathrm{m/s^2}. It is the slope of the line joining the interval’s endpoints on the velocity–time graph. This ratio remains valid when acceleration changes within the interval; it need not equal the acceleration at every instant.

A horizontal segment at v=2 m/sv=2\,\mathrm{m/s} therefore means constant motion, not rest. A downward-sloping line has negative acceleration even while it lies above the time axis.

  • Signed area under v(t)v(t): it gives Δx\Delta x. A region above zero contributes positively; a region below zero contributes negatively. Its units are (m/s) s=m(\mathrm{m/s})\,\mathrm s=\mathrm m.
  • Distance: add the magnitudes of areas separated by velocity’s zero crossings. This is the area under speed ∣v∣|v|.
  • Signed area under a(t)a(t): it gives the velocity change Δv=vf−vi\Delta v=v_f-v_i, in m/s\mathrm{m/s}. Add that change to viv_i to find vfv_f.

Areas do not supply initial values. A velocity graph alone determines displacements, but not absolute position without xix_i. An acceleration graph alone does not determine velocity without viv_i.

4. Build three graphs for one journey

Story. A cart starts at x=0x=0. It moves right at 2 m/s2\,\mathrm{m/s} for 3 s3\,\mathrm s. From t=3 st=3\,\mathrm s to t=7 st=7\,\mathrm s, it has constant acceleration −1 m/s2-1\,\mathrm{m/s^2}. This acceleration continues when the cart reaches zero velocity.

Split the story before calculating

  1. 0 to 3 s: velocity is constant. Acceleration is zero and position rises linearly. The rectangle under velocity gives Δx=2×3=6 m\Delta x=2\times3=6\,\mathrm m. Thus x(3)=6 mx(3)=6\,\mathrm m.
  2. 3 to 5 s: velocity decreases by 1 m/s1\,\mathrm{m/s} each second. It takes two seconds to change from 2 m/s2\,\mathrm{m/s} to zero. The cart still moves right but slows down.
  3. 5 to 7 s: velocity becomes negative and reaches −2 m/s-2\,\mathrm{m/s}. The cart moves left and speeds up. Acceleration did not change at 5 s.
Velocity versus time: 2 m/s from 0 to 3 s, then a straight line from (3 s, 2 m/s) to (7 s, −2 m/s), crossing zero at 5 s. Successive signed areas: +6 m, +2 m, −2 m.
The rectangle and two triangles give displacements. Each triangle has a 2 s base and a 2 m/s height, so its area magnitude is 2 m.

Total displacement and total distance are therefore:

Δx=6+2−2=6 m\Delta x=6+2-2=6\,\mathrm m

D=6+2+2=10 mD=6+2+2=10\,\mathrm m

Here DD means distance travelled. Position reaches 8 m8\,\mathrm m at 5 s, then returns to 6 m6\,\mathrm m at 7 s. The cart returns to its 3 s position, not to the origin.

Position versus time: a straight segment from (0 s, 0 m) to (3 s, 6 m), followed by a concave-down parabola through (5 s, 8 m) and (7 s, 6 m). The tangent is horizontal at 5 s.
From 3 to 5 s, position rises with a shrinking positive slope. From 5 to 7 s, it falls with an increasingly negative slope. The curve is concave down throughout the second phase.
Acceleration versus time: 0 m/s² before 3 s and −1 m/s² after 3 s, through 7 s. Two open circles at 3 s indicate that instantaneous acceleration at the switch is undefined in this model.
The signed area under the acceleration–time graph from 3 to 7 s is −4 m/s: velocity changes from +2 to −2 m/s. The idealized switch at 3 s creates no jump in position or velocity. Acceleration at that exact instant is undefined.

At t=5 st=5\,\mathrm s, v=0v=0 but a=−1 m/s2a=-1\,\mathrm{m/s^2}. The velocity graph has zero height while its slope remains negative. The sign change in velocity establishes the reversal; zero velocity alone is not enough.

Show the functions used to plot the graphs

To reproduce these numerical plots, enter tt in seconds; the formulas return xx in metres and vv in metres per second. For 0≤t≤30\le t\le3:

x=2tx=2t

v=2v=2

For 3≤t≤73\le t\le7, set τ=t−3\tau=t-3, the elapsed time in seconds since the switch:

x=6+2τ−12τ2x=6+2\tau-\frac12\tau^2

v=2−τv=2-\tau

The position and velocity formulas agree at 3 s. These functions do not specify motion after 7 s.

5. Choose an equation on a valid interval

The four relationships below assume constant acceleration over the chosen interval. They include a=0a=0. In our journey, separate 0–3 s from 3–7 s. These equations do not require another split at 5 s because acceleration stays constant there; the 5 s split is needed for distance.

For each interval, list viv_i, vfv_f, aa, Δt\Delta t and Δx\Delta x. Mark the knowns and your target. Prefer a relationship containing only one unknown.

Without using displacement

vf=vi+aΔtv_f=v_i+a\Delta t

Links velocities, acceleration and elapsed time. Useful for finding when velocity reaches zero.

Without using final velocity

Δx=viΔt+12aΔt2\Delta x=v_i\Delta t+\frac12a\Delta t^2

Gives displacement from initial velocity, acceleration and elapsed time.

Without using elapsed time

vf2=vi2+2aΔxv_f^2=v_i^2+2a\Delta x

Links velocities to displacement. Squaring loses the sign: choose velocity’s direction from the motion.

Without explicitly using acceleration

Δx=vi+vf2Δt\Delta x=\frac{v_i+v_f}{2}\Delta t

Gives signed area under a straight velocity line. Averaging endpoint velocities is not a general method when acceleration varies.

The absence of acceleration in the data does not make it constant. If velocity is curved or acceleration changes, use available areas, split into justified phases, or use a variable-acceleration model. Do not simply replace aa by its average in every equation.

6. Solve a stop without extending the braking model

A cart moves at 12 m/s12\,\mathrm{m/s} and brakes at constant acceleration −3 m/s2-3\,\mathrm{m/s^2} until it stops. It then remains stationary. How far does it travel while braking?

Choose, calculate, check

Take the initial direction as positive. We know vi=12 m/sv_i=12\,\mathrm{m/s}, vf=0v_f=0 and a=−3 m/s2a=-3\,\mathrm{m/s^2}. Elapsed time is unknown and unnecessary for displacement: choose the no-time relationship.

Δx=vf2−vi22a\Delta x=\frac{v_f^2-v_i^2}{2a}

Δx=24 m\Delta x=24\,\mathrm m

The numerator and denominator are both negative, so displacement is positive. Because the cart does not reverse before stopping, distance is also 24 m.

Check using stopping time and the triangular area under velocity:

Δt=vf−via=4 s\Delta t=\frac{v_f-v_i}{a}=4\,\mathrm s

D=12(4)(12)=24 mD=\frac12(4)(12)=24\,\mathrm m

After these 4 s, the story specifies rest: v=0v=0 and a=0a=0. Extending acceleration at −3 m/s² would make the cart reverse and would describe a different motion.

7. Try six progressively harder questions

Try each question before opening its hint. Label axes and units in your sketches, mark important times, and justify each phase change.

1. Does negative position mean leftward motion?

A position–time graph is a straight line from (0 s,−4 m)(0\,\mathrm s,-4\,\mathrm m) to (3 s,2 m)(3\,\mathrm s,2\,\mathrm m). Find velocity, acceleration, displacement and distance.

Show a hint

Slope uses a position difference; a straight line has constant slope.

Show the explained solution

Position increases: the object moves right even while it is left of the origin.

Δx=2−(−4)=6 m\Delta x=2-(-4)=6\,\mathrm m

v=6/3=2 m/sv=6/3=2\,\mathrm{m/s}

Velocity is constant, so a=0a=0. There is no reversal: D=6 mD=6\,\mathrm m. The velocity graph is horizontal at +2 m/s; the acceleration graph is horizontal at zero.

2. Cross zero on a velocity graph

Velocity rises linearly from −3 m/s-3\,\mathrm{m/s} to +1 m/s+1\,\mathrm{m/s} over 4 s, starting at t=0t=0. Find acceleration, reversal time, displacement and distance. Describe the position graph.

Show a hint

Velocity reaches zero before the end. Separate the two triangles when finding distance.

Show the explained solution

a=1−(−3)4=1 m/s2a=\frac{1-(-3)}{4}=1\,\mathrm{m/s^2}

It takes 3 s to change from −3 m/s to zero. Before then, the object moves left and slows down; afterwards, it moves right and speeds up.

The negative triangle has signed area −4.5 m and the positive triangle has area +0.5 m.

Δx=−4.5+0.5=−4 m\Delta x=-4.5+0.5=-4\,\mathrm m

D=4.5+0.5=5 mD=4.5+0.5=5\,\mathrm m

Position is a concave-up parabola with a minimum at 3 s. Its absolute height is unknown without initial position. Negative displacement is consistent with positive final velocity.

3. Reach the same position twice

Return to the cart in section 4. At what times is it at x=7.5 mx=7.5\,\mathrm m? What is its velocity at each time?

Show a hint

Position exceeds 6 m only in the second phase. Use elapsed time since 3 s and retain both roots if they fall within that phase.

Show the explained solution

In the numerical graph formula, τ=t−3\tau=t-3 is in seconds. The equation becomes:

7.5=6+2τ−12τ27.5=6+2\tau-\frac12\tau^2

τ2−4τ+3=0\tau^2-4\tau+3=0

(τ−1)(τ−3)=0(\tau-1)(\tau-3)=0

Elapsed times of 1 s and 3 s both lie within the 4 s phase. They give t=4 st=4\,\mathrm s and t=6 st=6\,\mathrm s. Using v=2−τv=2-\tau, velocities are +1 m/s+1\,\mathrm{m/s} and −1 m/s-1\,\mathrm{m/s}, respectively. The cart passes the same point on its outward and return legs. Automatically rejecting the second root would discard a real event.

4. Change the model after a stop

An object moves at 8 m/s, brakes uniformly at −2 m/s² until it stops, then remains at rest for 3 s. Find total distance, total elapsed time and average velocity over the full motion.

Show a hint

First find braking time. The rest phase increases total elapsed time without adding displacement.

Show the explained solution

Δtb=0−8−2=4 s\Delta t_{\mathrm b}=\frac{0-8}{-2}=4\,\mathrm s

Here subscript b denotes braking. The triangle under velocity has a 4 s base and an 8 m/s height:

Δx=12(4)(8)=16 m\Delta x=\frac12(4)(8)=16\,\mathrm m

The object does not reverse. Thus D=16 mD=16\,\mathrm m and total elapsed time is 7 s7\,\mathrm s.

vavg=167 m/sv_{\mathrm{avg}}=\frac{16}{7}\,\mathrm{m/s}

This is about 2.29 m/s. Velocity falls to zero at 4 s, then stays at zero until 7 s. Position rises, flattens at the stop, then stays horizontal. The endpoint-velocity average, 4 m/s, does not apply to the whole motion: acceleration changes at the stop.

5. Same endpoint velocities, same displacement?

Two objects start from rest at the same position. A accelerates uniformly, reaching 8 m/s at 4 s. B stays at rest for 2 s, then accelerates uniformly, also reaching 8 m/s at 4 s. Compare their average accelerations and displacements from 0 to 4 s.

Show a hint

Their velocity changes are equal. Do the triangles under their velocity graphs have equal bases?

Show the explained solution

Both average accelerations are 8/4=2 m/s28/4=2\,\mathrm{m/s^2}. For A, that acceleration is constant. For B, acceleration is zero for 2 s, then 4 m/s24\,\mathrm{m/s^2} for 2 s.

ΔxA=12(4)(8)=16 m\Delta x_A=\frac12(4)(8)=16\,\mathrm m

ΔxB=12(2)(8)=8 m\Delta x_B=\frac12(2)(8)=8\,\mathrm m

Average acceleration fixes the total velocity change, not how that change is distributed in time. Treating B as if it had constant acceleration of 2 m/s² would give the wrong displacement. Its delayed start reduces the area under velocity.

6. Combine a delay and braking

A test cart moves at 20 m/s. After a signal, its controller maintains that velocity for 0.8 s, then applies acceleration of −5 m/s² until the cart stops. A marker is 60 m ahead of the cart’s position at the signal. Does the cart stop before the marker? How long after the signal?

Show a hint

There are two phases. Braking begins at a new position but with the same velocity as during the delay.

Show the explained solution

Choose the signal position as the origin and the initial direction as positive. During the delay, a=0a=0 and velocity stays at 20 m/s:

Δx1=20(0.8)=16 m\Delta x_1=20(0.8)=16\,\mathrm m

For braking, vi=20 m/sv_i=20\,\mathrm{m/s} and vf=0v_f=0. The no-time relationship gives that phase’s displacement:

Δx2=02−2022(−5)\Delta x_2=\frac{0^2-20^2}{2(-5)}

Δx2=40 m\Delta x_2=40\,\mathrm m

Subscripts 1 and 2 denote the delay and braking. Total displacement is 16+40=56 m16+40=56\,\mathrm m. There is no reversal, so this is also distance. The cart stops 4 m before the marker.

Δt2=0−20−5=4 s\Delta t_2=\frac{0-20}{-5}=4\,\mathrm s

Δt=0.8+4=4.8 s\Delta t=0.8+4=4.8\,\mathrm s

On the velocity graph, a rectangle with base 0.8 s precedes a triangle with base 4 s. One constant acceleration over the entire 4.8 s does not represent this motion.

Optional calculus transfer: the same rule, a different quantity

Prerequisites: derivatives of polynomials and definite integrals. If your course uses algebraic motion graphs only, the six questions above work on their own.

Take right as positive. Let tt be numerical time in seconds, with 0≤t≤60\le t\le6. These are two independent cart scenarios. Position locates a cart; displacement is final minus initial position. Distance adds all lengths travelled, regardless of direction.

Cart A: the rule gives velocity

Velocity v(t)v(t) is in m/s and position x(t)x(t) is in metres:

v(t)=5−0.4t+0.1t2v(t)=5-0.4t+0.1t^2

Initially, x(0)=−2 mx(0)=-2\,\mathrm m. Find acceleration a(2)a(2), position x(6)x(6), and total distance from 0 to 6 s. Is the cart at rest when acceleration is zero? Write and justify each derivative or definite integral; a numerical answer alone is not enough.

Show a hint for Cart A

Differentiate velocity for acceleration. Integrate velocity for displacement, then add initial position. Check velocity’s sign before finding distance.

Show Cart A’s explained solution

Acceleration a(t)=v′(t)a(t)=v'(t), in m/s², is:

a(t)=−0.4+0.2ta(t)=-0.4+0.2t

Thus a(2)=0 m/s2a(2)=0\,\mathrm{m/s^2}, but v(2)=4.6 m/sv(2)=4.6\,\mathrm{m/s}: the cart is moving right. Acceleration varies, so constant-acceleration formulas do not apply over the whole interval.

Signed area under velocity gives displacement:

Δx=∫06v(t) dt\Delta x=\int_0^6 v(t)\,dt

Δx=[5t−0.2t2+t330]06\Delta x=\left[5t-0.2t^2+\frac{t^3}{30}\right]_0^6

Δx=30 m\Delta x=30\,\mathrm m

Therefore x(6)=−2+30=28 mx(6)=-2+30=28\,\mathrm m. Throughout the interval,

v(t)=0.1(t−2)2+4.6>0v(t)=0.1(t-2)^2+4.6>0

so the cart never reverses and distance is also 30 m. Using the constant value v(0)=5 m/sv(0)=5\,\mathrm{m/s} for six seconds happens to give 30 m, but wrongly treats the changing velocity as constant.

Separate retry, Cart B: the rule gives position

The same polynomial now gives position p(t)p(t), in metres:

p(t)=5−0.4t+0.1t2p(t)=5-0.4t+0.1t^2

This cart starts at p(0)=5 mp(0)=5\,\mathrm m. Find its velocity and acceleration at 2 s, then its displacement and distance from 0 to 6 s. Justify the operations you choose.

Show a hint for Cart B

Differentiate position once for velocity and twice for acceleration. Check whether velocity changes sign before adding lengths travelled.

Show Cart B’s explained solution

Velocity is p′(t)=−0.4+0.2tp'(t)=-0.4+0.2t, in m/s; acceleration is p′′(t)=0.2p''(t)=0.2, in m/s². Hence p′(2)=0 m/sp'(2)=0\,\mathrm{m/s} and p′′(2)=0.2 m/s2p''(2)=0.2\,\mathrm{m/s^2}.

Velocity changes from negative to positive at 2 s. The positions at 0, 2 and 6 s are 5, 4.6 and 6.2 m. Displacement is 6.2−5=1.2 m6.2-5=1.2\,\mathrm m; distance is 0.4+1.6=2.0 m0.4+1.6=2.0\,\mathrm m. Here the given function is position: its meaning and units change the required operation.

8. Check the model and result efficiently

  1. Reference direction: does every signed value match your chosen positive direction?
  2. Interval: is acceleration constant throughout the phase you used? Does elapsed time start at the correct instant?
  3. Graphs: does position’s slope match velocity? Does velocity’s slope match acceleration?
  4. Areas: did you add signed areas for displacement and their magnitudes for distance?
  5. Events: does the stop last, or does velocity change sign? Does each calculated root lie inside the model’s phase?
  6. Units and meaning: are the units correct? Distance cannot be smaller than the magnitude of displacement.

To work efficiently, first write one short line per phase: elapsed time, initial velocity, acceleration and target. This prevents choosing a formula with data mixed from two different phases.

When the missing step is finding acceleration from interactions, continue with free-body diagrams and friction. For choosing other mechanics balances, see work, energy and momentum.

9. References and course connection

The official descriptions of Concordia PHYS 204 and McGill PHYS 101 include kinematics. These establish topic connections; they do not make the courses equivalent or imply that this lesson covers their full content. The explanations, data, figures and questions were created for this resource.

Useful for

Work on the step you’re missing.

A tutor can help you read the axes, interpret slopes and signed areas, and build the equations step by step, even if you do not know where to start. See mechanics tutoring. Studying at CEGEP? Find your college’s course page through CEGEP mechanics tutoring.

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