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Beam Deflection & Bending Stress Calculator

Calculate simply supported & cantilever beam bending moment, midspan sag, and outer fiber stress

Structural Elastic Bending Solver

Euler-Bernoulli Beam Deflection

Calculates maximum elastica deflection δ_max, bending moments M_max, reaction forces, and IBC building code span limits.

13.1 ft
10.0 kN
Steel: 200, Al: 69
50.0 × 10⁶ mm⁴
For bending stress
Euler-Bernoulli Elastic Deflection Profile & SupportsRa = 5 kNRb = 5 kNP = 10.0 kNδ_max = 1.33 mmSpan L = 4 m
Maximum Beam Deflection (δ_max)
1.33 mm
Equivalent to 0.052 inches | Span Ratio: L / 3000
Building Code ComplianceMeets Strictest L/480 Ceiling Limit

IBC limit: L/360 for live loads, L/240 total.

Max Bending Moment M_max10 kN·m7,375.6 ft·lb
Extreme Fiber Bending Stress20 MPaσ_b = (M · c) / I at outer fiber
Governing Euler-Bernoulli Elastic Equations

Deflection: δ_max = (P · L³) / (48 · E · I)

Moment: M_max = (P · L) / 4

Reaction Forces: Ra = 5 kN, Rb = 5 kN

About Beam Deflection & Bending Stress Calculator

Euler-Bernoulli beam theory calculator for simply supported and cantilever beams subject to center point loads or uniform distributed loads (UDL). Computes maximum bending moment (M_max), midspan deflection (δ), and peak outer-fiber bending stress.

Key Capabilities & Features

  • Supports Simply Supported (pin-roller) and Cantilever (fixed-free) beam configurations
  • Handles Concentrated Center Point Loads and Uniform Distributed Loads (UDL)
  • Calculates Maximum Bending Moment (N·m and kN·m) and Maximum Deflection (mm)
  • Calculates Peak Outer-Fiber Bending Stress (σ = M · c / I)
  • Evaluates building code live-load deflection limits (L/360 and L/240)

How to Use Beam Deflection & Bending Stress Calculator

1

Configure Beam Boundary

Select Simply Supported beam or Cantilever beam topology.

2

Specify Load & Span

Enter beam span in meters and applied load in kiloNewtons (kN).

3

Set Section Properties

Input section moment of inertia (Ixx in cm⁴) and distance to extreme fiber (c in mm).

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Frequently Asked Questions

What is the formula for simply supported beam deflection under a point load?

For a simply supported beam with span L and center point load P, maximum deflection at midspan is δ_max = (P · L³) / (48 · E · I), and maximum bending moment is M_max = (P · L) / 4.

What is the L/360 deflection rule in building codes?

Building codes such as the International Building Code (IBC) restrict live-load floor beam deflection to no more than the beam length divided by 360 (L/360) to prevent plaster cracking and floor bounce.