When is the equation for a start from rest sufficient?
The short form requires constant acceleration and a start from rest, so . A nonzero initial velocity requires retaining its initial contribution. A cart starts from rest and gains 2 m/s each second. During the first second velocity rises from 0 to 2 m/s, averaging 1 m/s and covering 1 m. During the second it rises from 2 to 4 m/s, averaging 3 m/s and adding another 3 m. After two seconds the total is 4 m. Equal time intervals therefore do not mean equal distances under acceleration.[1]
- Prerequisite: v is the rate of position change; a is the rate of velocity change. Both refer to the same axis.
- Distinguish initial position x0, final position x and displacement s = x − x0. Its magnitude equals distance only when there is no reversal.
- Rectangle area is base times height; triangle area is half as much. These facts explain the equation without calculus.
What is the displacement–time equation?
For constant acceleration, the displacement–time equation is ; final position is . Choose a positive axis and define t = 0. Initial position x0, velocity component v0 and acceleration component a refer to that axis. The expression ½at2 + v0t, often labelled s, gives displacement x − x0, which can be negative. Total distance is nonnegative and must be calculated in separate segments when direction reverses.[1][2]
The short form s = v0t + ½at2 uses s for displacement.
Three initial quantities fix the parabola: x0 shifts it vertically, v0 fixes its initial slope and a determines curvature. At a = 0 it becomes a straight line. For nonzero a, displacement is not generally proportional to t2 because v0t can contribute substantially.
Integrating twice while preserving initial values
Under constant a, the velocity graph is a straight line. Split its signed area from zero to t into an initial contribution and a change contribution. The rectangle has height v0 and width t. The triangle represents the additional change at and has half the corresponding rectangle area. Both contributions retain their signs, so the decomposition also works for negative a or reversal.[1]
Initial velocity produces the linear contribution; its steady change produces the quadratic contribution.[1]
If you know calculus, you can evaluate the same area directly. Integrate a to obtain velocity, then integrate v to obtain position. The following lines provide a second justification of the same equation; the area argument is sufficient for the first exercises.
First integral: velocity changes linearly.
Second integral: the factor ½ comes from integrating τ.
Differentiate to check: dx/dt = v0 + at and d2x/dt2 = a. Also check x(0) = x0. If the starting time is nonzero, replace t throughout by elapsed time Δt = t − t0 and use initial values at t0.
Why the factor one half appears
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How do you calculate acceleration and possible time roots?
Both terms are lengths; divide km/h by 3.6 first.
The time-free equation uses the same signed displacement s.
Check real roots, t ≥ 0 and the interval over which the model applies.
A position can be reached twice during a reversal. With v0 = 6 m/s, a = −2 m/s2 and s = 8 m, the roots are t = 2 s and t = 4 s: outbound and return passages. A braking model that ends at rest instead allows only times up to t = 3 s.
The quadratic formula gives time roots once the displacement–time relation is written as a quadratic equation. Time direction, the initial state and the model’s valid interval determine which roots describe the observed motion.
Example: a cart reverses direction
Negative initial velocity
- Given
- x0 = 0 m, v0 = −2 m/s, a = +1.5 m/s2, t = 4 s.
- Find
- Find final position, final velocity and total distance.
Approach: first find when v = 0. Calculate displacements before and after that instant separately; their magnitudes give distance.
Substitution: use the specified initial values with their signs.
Reversal occurs at v = 0; the cart moves left until then.
Add the two segments as positive lengths.
Result: Final position +4 m, final velocity +4 m/s, distance 6.67 m.
Check: Distance exceeds |s| = 4 m. The magnitude of average velocity is 1 m/s; average speed is 1.67 m/s.
Example: stopping distance without extending past the stop
In an inertial frame and for constant mass, braking acceleration follows from net force and mass through Newton’s second law. In the following example this acceleration is assumed constant until rest, where the braking model ends.[5][1]
Braking from 72 km/h
- Given
- v0 = 72 km/h, a = −4 m/s2, constant deceleration until rest.
- Find
- Calculate braking time and distance excluding reaction time.
Approach: stopping ends the braking phase at v = 0. Find that time before substituting it into the displacement equation.
Units: convert initial speed to metres per second before substitution.
v = 0 gives the endpoint of the braking model.
Insert the stopping time into displacement.
Result: Stopping time 5 s, braking distance 50 m.
Check: The time-free check gives 02 = 202 + 2·(−4)·50. Extending to 6 s would predict negative velocity, which is no longer simple stopping.
How do you read areas and slopes in motion graphs?
In a velocity graph, displacement is signed area. A part below the time axis counts negatively. To find distance travelled, add magnitudes of the separate areas instead. In a position graph, a falling curve means motion in the negative direction; its minimum can mark reversal. Position and distance therefore need not share the same graph. Under constant acceleration, the velocity–time law determines the straight line whose area you evaluate here.[1][2]
The endpoint average holds for constant a; it is not generally average speed.
A straight trend across measured velocity–time points can support approximately constant a. Connecting only two points establishes an average acceleration. Starting, braking and rest can be modelled in separate intervals, carrying the final position of each into the next.
When the position–time model must change
For time-dependent acceleration, integrate a(t) rather than inserting an arbitrary instantaneous value into ½at2. Drag, changing propulsion or curved motion require an appropriate model. In multiple dimensions, the equations can apply component by component when each acceleration component used is constant. For ideal free fall near Earth’s surface, acceleration is constant when changes in g are neglected and gravity is the only force.[4][1][6]
A real stopping distance contains additional phases. At 20 m/s, an assumed 0.8 s reaction time adds 16 m before the braking calculation above: 66 m in this model. These example assumptions do not replace a specific vehicle or safety assessment.
In projectile motion without air resistance, the motion separates into components: horizontal velocity is constant and vertical gravitational acceleration is constant. The spatial trajectory is nevertheless not a straight-line motion.
Five exercises with solutions
Calculate · Foundation
An object starts from rest at x0 = 3 m with a = 2 m/s2. Where is it after 4 s?
Show hint
Calculate displacement separately from initial position.
Learning goal: Combine initial position and displacement to find final position.
Show solution and calculation
Approach: first calculate displacement from the initial conditions.
Starting from rest eliminates v0t, giving s = 16 m after four seconds.
Only then add initial position: x = 19 m.
Check: initial position shifts the entire position graph by 3 m without changing distance or velocity.
Rearrange · Application
v0 = 5 m/s, a = 2 m/s2, target displacement 24 m. Find the positive time.
Show hint
Solve t2 + 5t − 24 = 0.
Learning goal: Select the physically appropriate time root.
Show solution and calculation
Approach: initial velocity is nonzero, so retain the linear term.
In SI units the equation is t2 + 5t − 24 = 0, which factors as (t − 3)(t + 8) = 0.
Time after the start is 3 s; −8 s lies outside the interval.
Check: 15 m from initial motion plus 9 m from acceleration gives the required 24 m.
Transfer · Application
v0 = 10 m/s, constant a = −2 m/s2. Find the distance to rest.
Show hint
Use v2 = v02 + 2as with v = 0.
Learning goal: Find stopping distance from the time-free equation.
Show solution and calculation
Approach: set velocity to zero at rest.
Stopping time is 5 s.
Velocity decreases uniformly from 10 to 0 m/s, so its average is 5 m/s and stopping distance is 25 m.
Check: the time-free equation gives the same 25 m using negative a. The model is not continued beyond rest.
Interpret · Application
One-dimensional motion is for 0≤t≤4 s. Find initial and final positions and the turning point. Determine displacement and distance travelled.
Show hint
vanishes at reversal; split distance into two legs.
Learning goal: Distinguish displacement from path length using a position parabola.
Show solution and calculation
Approach: x(0)=x(4 s)=0, so displacement is zero. v=2t−4 in SI units vanishes at 2 s, where x=−4 m.
The body travels 4 m left and 4 m back, totaling 8 m.
Check: positive curvature gives constant a=2 m/s2 despite initial negative motion. Final position alone does not give total distance.
Error analysis · Application
A particle starts from rest at x0=5 m and accelerates at constant a=2 m/s2 along +x. At x=9 m a solution sets . Correct it and check using elapsed time.
Show hint
The equation contains x−x0 rather than absolute position.
Learning goal: Use displacement rather than absolute position in the time-free equation.
Show solution and calculation
Approach: displacement is 4 m, so and v=+4 m/s.
Check: gives t=2 s and v=at=4 m/s. The incorrect result depends on an arbitrary coordinate origin; changing that origin must not change predicted physical velocity.
What to take away
- Position combines initial position, initial motion and the acceleration contribution. Displacement is purely proportional to t2 only from rest.
- Negative displacement is allowed. During reversal, total distance exceeds displacement magnitude.
- For stopping, first find the instant of rest. With multiple time roots, identify which belongs to the actual motion phase.
Sources for this explanation
Quanta · Updated October 2, 2026
- OpenStax, University Physics 1 §3.4: Motion with Constant Acceleration
- OpenStax, University Physics 1 §3.2: Instantaneous Velocity and Speed
- OpenStax, University Physics 1 §3.3: Average and Instantaneous Acceleration
- OpenStax, University Physics 1 §6.4: Drag Force and Terminal Speed
- OpenStax, University Physics 1 §5.3: Newton’s Second Law
- OpenStax, University Physics 1 §3.5: Free Fall
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This explanation, 2 worked examples and 5 exercises are available in German and English. Structure, source references and mathematical notation undergo automated checks. Calculations, model assumptions and both language versions receive a separate AI review.
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Editorial responsibility, sources and methodsChange history
- Stated the displacement–time equation and start-from-rest condition directly; made existing rearrangements and graphs accessible through learning questions. Added contextual links for the velocity law, braking-force model and free fall.
- Added two exercises; labelled all five by task type, difficulty and learning goal.
- Added prerequisites and an intuitive introduction; clarified the derivation, worked-example approaches and exercise solutions, and added a summary.
- Linked time roots to the quadratic formula and component motion to projectile motion.
Cite this reference page
Quanta. Uniformly Accelerated Motion (Position–Time Equation). Updated October 2, 2026. https://quanta-study.de/en/formula-sheet/gleichmaessig-beschleunigte-bewegung
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