Beam Deflection Calculator
Midspan deflection of a simply supported span with one concentrated load. δ = P L³/(48 E I). I is an input. Runs locally.
Trust summary Engine tested · Source checked · 4/4 tests · Production surface contract 6/6 · v1.0.0
- Input interpretation
- Enter values to calculate.
- Result
- —
- Model
- Midspan deflection of a simply supported span with one concentrated load at midspan.
- Scope
- Calculation runs locally in the browser; values are not uploaded.
- Verification
- Engine tested · 4/4 tests · Production surface contract 6/6 · Source checked · v1.0.0
- Named expert review
- Optional · Not performed
- Sources
- Hibbeler, Mechanics of Materials
- Evidence
- 2 golden · 2 boundary · Production surface contract 6/6 · Artifact integrity PASS
- Production
- Embedded snapshot: unpublished · Build schema 1.0.0 ready · Semantic contract ✓ · Attestation report not published on origin · Live production status STALE (8 capabilities; 189 remain CURRENT) @ 2026-09-23T21:48:15.717Z
- Semantic contract
- PASS
Formulas
Core equations used by this calculator.
How to use
Enter the load, the span, the modulus, and the area moment
L, E, and I must be positive. P may be negative. Positive P is the positive deflection direction. P, L, E, and I share one unit system, and δ then has the unit of L.
Read the midspan deflection
δ = P L³/(48 E I). The sign of P is the sign of δ.
Example calculations
Common configurations with formula and result.
Span 2
P = 48, L = 2, E = 1, I = 1, in one consistent unit system
Same deflection at twice the span
P = 96, L = 4, E = 1, I = 16. The load and I change with the span.
Beam Deflection calculator specification
Version 1.0.0 · Engine tested
- Engine tested 4/4 tests · Production surface contract 6/6
- Named expert review Not performed
- Calculation version 1.0.0
- Definition
- A simply supported span of length L carries one concentrated load P at midspan. The midspan deflection is δ = P L³ / (48 E I). E is the elastic modulus. I is the centroidal area moment, typed in.
- What it calculates
- Midspan deflection of a simply supported span with one concentrated load at midspan.
- Inputs
- P
- L
- E
- I
- Outputs
- delta
- P
- L
- E
- I
- Formula
δ = P L³ / (48 E I).- Assumptions
- Calculation runs locally in the browser; values are not uploaded.
- Keep units consistent with the labels on each field.
- I comes from a section page. This page does not rebuild a rectangle, a circle, or a hollow circle. A cantilever and a distributed load are their own pages.
- Units
- P, L, E, and I set the deflection unit. δ has the unit of length when those four are consistent.
- Boundary conditions
- missing P, L, E, or I → MISSING_REQUIRED_INPUT
- L ≤ 0, E ≤ 0, or I ≤ 0 → VALUE_MUST_BE_POSITIVE
- Example
- P=48 L=2 E=1 I=1 → δ=8
- Validation cases
3 published on this page · 4/4 tests · Production surface contract 6/6 · View evidence
- P=48 L=2 E=1 I=1 → δ=8
- P=-48 L=2 E=1 I=1 → δ=-8
- L=0 → VALUE_MUST_BE_POSITIVE
- Sources
- Hibbeler, Mechanics of Materials — Deflection of beams — simply supported beam with a concentrated load at midspanSupports: The midspan deflection is P L³ / (48 E I) when the load sits at the center of a simply supported span.
- Hibbeler, Mechanics of Materials — Deflection of beams — simply supported beam with a concentrated load at midspan
- Calculation version
- 1.0.0
Background
Interpretation and common distinctions.
Find the midspan deflection of a simply supported span with one concentrated load.
Supported and not supported
Supported: δ = P L³/(48 E I). Positive P is the positive deflection direction. Aliases are load, force, F, span, length, youngs, modulus, Ix, and inertia.
Not supported: a cantilever, a distributed load, a deflection away from midspan, and rebuilding I from a section. /calc/mechanical is not open.
Agent / API notes
Capability id: mechanical.statics.beam_deflection · tool id: beam-deflection · pin 1.0.0.
{ "P": 48, "L": 2, "E": 1, "I": 1 }
Share the link with P, L, E, and I. The result is not written into the link.
Related tools
Other calculators in this family: Bending stress, Rectangular section, Cantilever deflection .
Frequently asked questions
Key distinctions behind the calculation.
Where is the deflection reported?
At midspan, under the concentrated load. A point elsewhere on the span is not this page.
Does this rebuild the area moment?
No. I is an input. A rectangle, a circle, and a hollow circle stay on their section pages.
Is a cantilever included?
No. A cantilever and a distributed load are their own pages.