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Timoshenko Beam Shear Deformation & Deflection Calculator

Classical Euler-Bernoulli beam theory neglects transverse shear deformation, underpredicting deflection in short, deep beams.

Transverse concentrated load at midspan.

Span length between simple supports.

Rectangular cross section horizontal width.

Rectangular cross section vertical depth.

Tensile/compressive elastic modulus.

Elastic shear modulus.

Calculated Result
0.17 mm

Total Midspan Deflection

Bending Deflection

0.16 mm

Shear Deflection

0.01 mm

Shear Contribution

7.6%

Calculation Breakdown

  1. Euler-Bernoulli Bending Deflection (w_b)P·L³ / (48·E·I) = 0.158 mm
  2. Timoshenko Shear Deflection (w_s)P·L / (4·k·G·A) = 0.012 mm
  3. Total Midspan Deflectionw_total = w_b + w_s = 0.170 mm (+7.6% from shear)

What Is the Timoshenko Beam Shear Deformation & Deflection Calculator?

Timoshenko beam theory relaxes the Kirchhoff assumption that plane sections remain normal to the neutral axis, allowing cross-sections to rotate due to shear.

How Does the Timoshenko Beam Shear Deformation & Deflection Calculator Work?

Sums classical flexural curvature deflection with shear strain deflection proportional to shear coefficient k = 5/6 for rectangular cross-sections.

Timoshenko Beam Shear Deformation & Deflection Calculator Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

w_{ ext{total}} = rac{P L^3}{48 E I} + rac{P L}{4 k G A}, quad k = rac{5}{6} approx 0.833

Timoshenko beam deflection: pure bending term plus transverse shear term.

How to Use the Timoshenko Beam Shear Deformation & Deflection Calculator

  1. Input load in kN, span length in meters, width and depth in mm, and elastic moduli E and G.

Step-by-Step Example Calculation

Short Deep Structural Steel Beam

Input Values:

loadKn:60
lengthM:1.8
widthMm:120
heightMm:280
youngsModulusGpa:210
shearModulusGpa:80
Worked Steps: Bending deflection = 0.654 mm, Shear deflection = 0.121 mm (18.5% shear contribution), Total = 0.775 mm.

Understanding Your Result

Shows total deflection, pure bending component, shear component, and percentage shear contribution.

Factors That Affect the Result

  • As span-to-depth ratio L/h drops below 10, shear deformation becomes significant (exceeding 10–20% of total deflection).

When Should You Use This Calculator?

  • Designing transfer girders, stub cantilevers, composite sandwich core beams, and heavy machinery bolsters.

Assumptions & Limitations

  • Applies to linear elastic isotropic simply supported rectangular beams.

Frequently Asked Questions

Calculation Accuracy & Reference Note

Standard first-order shear deformation beam theory.

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