Beam Deflection Calculator

Beam Deflection Calculator

Calculate maximum deflection for simply-supported and cantilever beams with various load configurations

Beam Deflection Calculator

Beam Configuration

Single concentrated load at beam center

Beam Dimensions

Load Parameters

Material Properties

Steel: ~200 GPa, Concrete: ~30 GPa, Wood: ~12 GPa
Rectangular: I = bh³/12, Circular: I = πd⁴/64
Flexural Rigidity (EI): 0.00 MN·m²

Beam Deflection Results

0.00
Max Deflection (mm)
0.000
Max Deflection (in)
1:0
L/δ Ratio
0.0
EI (MN·m²)

Beam Type: Simply Supported

Load Configuration: Point Load at Center

Span Length: 0 m

Material: E = 0 GPa

Cross-section: I = 0 m^4

Applied Load: 0 kN

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Understanding Beam Deflection

Key Concepts

Beam Deflection

Vertical displacement of a beam under applied loads

Flexural Rigidity (EI)

Product of modulus of elasticity and moment of inertia

L/δ Ratio

Span-to-deflection ratio indicating structural performance

Superposition Method

Combining deflections from multiple load cases

Beam Types

Simply Supported: Beam supported at both ends, free to rotate
Cantilever: Beam fixed at one end, free at the other
Fixed-Fixed: Beam fixed at both ends (not included)
Continuous: Multi-span beam with intermediate supports

Common Deflection Formulas

Simply Supported - Point Load Center:

δ = PL³/(48EI)

Simply Supported - Uniform Load:

δ = 5wL⁴/(384EI)

Cantilever - Point Load End:

δ = PL³/(3EI)

Cantilever - Uniform Load:

δ = wL⁴/(8EI)

Design Guidelines

L/δ ≥ 300

Excellent performance for most applications

L/δ = 250-300

Standard building code requirements

L/δ = 180-250

Acceptable but monitor performance

L/δ < 180

Excessive deflection - redesign required

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