Intermediate Cantilever Load, Intermediate Moment, and Outer Uniform Calculator
Deflection at a stated station for an intermediate cantilever load, an intermediate moment, and distributed/tip actions. The check station is the sum of already-landed pages. Runs locally.
Trust summary Engine tested · Source checked · v1.0.0
- Input interpretation
- Enter values to calculate.
- Result
- —
- Model
- Deflection at a stated station for this superposition.
- Scope
- Calculation runs locally in the browser; values are not uploaded.
- Verification
- Engine tested · Source checked · v1.0.0
- Named expert review
- Optional · Not performed
- Sources
- Hibbeler, Mechanics of Materials
- Gere and Goodno, Mechanics of Materials
Formulas
Core equations used by this calculator.
How to use
Enter the loads, the moments, the station, the length, the modulus, and the area moment
P and M act at a from the wall. x must lie on the beam.
Read the deflection
The signs of the loads are the signs of their parts of δ.
Example calculations
Common configurations with formula and result.
Check station
P = 48, M = 4, w = 24, a = 1, x = 2, L = 2, E = 1, I = 1
Intermediate Cantilever Load, Intermediate Moment, and Outer Uniform calculator specification
Version 1.0.0 · Engine tested
- Engine tested 2 published cases
- Named expert review Not performed
- Calculation version 1.0.0
- Definition
- The cantilever carries a load and a moment at a, plus the listed distributed and tip actions. Deflection at x is the sum of those elastic curves.
- What it calculates
- Deflection at a stated station for this superposition.
- Inputs
- P
- M
- w
- a
- x
- L
- E
- I
- Outputs
- delta
- Formula
Sum of the component curves.- Assumptions
- Calculation runs locally in the browser; values are not uploaded.
- Keep units consistent with the labels on each field.
- The check station recovers 42 + 41.
- Units
- The inputs set the deflection unit.
- Boundary conditions
- a required input missing → MISSING_REQUIRED_INPUT
- L ≤ 0, E ≤ 0, or I ≤ 0 → VALUE_MUST_BE_POSITIVE
- x out of range → INVALID_INPUT
- Example
- P = 48, M = 4, w = 24, a = 1, x = 2, L = 2, E = 1, I = 1 → δ=83
- Validation cases
2 published on this page
- P = 48, M = 4, w = 24, a = 1, x = 2, L = 2, E = 1, I = 1 → δ=83
- x out of range → INVALID_INPUT
- Sources
- Hibbeler, Mechanics of Materials — Deflection of beams — superpositionSupports: The listed actions superpose.
- Gere and Goodno, Mechanics of Materials — Deflection of beams — superpositionSupports: Supports adding the elastic curves.
- Hibbeler, Mechanics of Materials — Deflection of beams — superposition
- Calculation version
- 1.0.0
Background
Interpretation and common distinctions.
Find the deflection at a stated station for this superposition.
Agent / API notes
Capability id: mechanical.statics.cantilever_load_at_moment_at_outer_at_deflection · tool id: cantilever-load-at-moment-at-outer-at · pin 1.0.0.
{
"P": 48,
"M": 4,
"w": 24,
"a": 1,
"x": 2,
"L": 2,
"E": 1,
"I": 1
}
Related tools
Other calculators in this family: Component curve .
Frequently asked questions
Key distinctions behind the calculation.
Does the check station match the landed pages?
Yes. It gives δ = 42 + 41 = 83.