Physics calculator

Intermediate Cantilever Moment, Partial Uniform, and Tip Load Calculator

Deflection at a stated station for an intermediate cantilever moment, a partial uniform load, and a tip load. The check station is the sum of two already-landed pages. Runs locally.

Instant result

Result

—

Enter values to calculate.

Inputs—

Mode—

Formula—

Trust summary Engine tested · Source checked · v1.0.0

Input interpretation: Enter values to calculate.
Result: —
Model: Deflection at a stated station for an intermediate cantilever moment, a partial uniform load, and a tip load.
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 — Deflection of beams — superposition
Gere and Goodno, Mechanics of Materials — Deflection of beams — superposition
Sources

Formulas

Core equations used by this calculator.

Deflection at xδ = δ_load(x) + δ_moments(x)

iThe check station recovers 13 + 128.

How to use

1

Enter the loads, the moment, the station, the length, the modulus, and the area moment

x must lie on the beam.

2

Read the deflection

The signs of the loads are the signs of their parts of δ.

Example calculations

Common configurations with formula and result.

ϟ

Check station

M = 4, P = 48, w = 24, a = 1, x = 2, L = 2, E = 1, I = 1

δ = δ_load(x) + δ_moments(x)

δ = 141

Intermediate Cantilever Moment, Partial Uniform, and Tip Load calculator specification

Version 1.0.0 · Engine tested

Calculation status

Engine tested 2 published cases
Named expert review Not performed
Calculation version 1.0.0

Definition: The cantilever carries a moment at a, a uniform load from the wall to a, and a tip load. Deflection at x is the sum of those elastic curves.
What it calculates: Deflection at a stated station for an intermediate cantilever moment, a partial uniform load, and a tip load.
Inputs: M
P
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 13 + 128.
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: M = 4, P = 48, w = 24, a = 1, x = 2, L = 2, E = 1, I = 1 → δ=141
Validation cases: 2 published on this page
M = 4, P = 48, w = 24, a = 1, x = 2, L = 2, E = 1, I = 1 → δ=141
x out of range → INVALID_INPUT
Sources: Hibbeler, Mechanics of Materials — Deflection of beams — superposition
Supports: The listed actions superpose.
Gere and Goodno, Mechanics of Materials — Deflection of beams — superposition
Supports: Supports adding the elastic curves.
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_moment_at_curve_partial_tip_at_deflection · tool id: cantilever-moment-at-curve-partial-tip-at · pin 1.0.0.

{
  "M": 4
  "P": 48
  "w": 24
  "a": 1
  "x": 2
  "L": 2
  "E": 1
  "I": 1
}

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 = 13 + 128 = 141.