Strain gauges · Measurement

Shear force measurement with 45° gauges in the web: shear stress and bridge signal

From shear force and web area, calculate the mean shear stress in the neutral fibre, the 45° strains and the signal of a half or full bridge.

DMSKeil 2017
01

Inputs

Mean shear stress of thin webs; for solid sections τ_max = 1.5·F/A (rectangle) or 4/3·F/A (circle). Gauges must sit in the neutral fibre.

02

Results

Enter values and run the calculation.

Method

What is calculated?

At the mid-web of a beam the bending stress is zero and the shear force produces pure shear; principal strains lie at ±45° with equal magnitude and opposite sign. Gauge pairs at 45° on both sides of the web, wired into a full bridge, measure shear force largely independent of bending moment – the shear-beam load-cell principle. Keil uses τ ≈ F/A_web for thin-walled sections.

Equations

τ_max ≈ F/A_Steg (Keil Gl. 10.42)

ε₁ = −ε₂ = τ(1+ν)/E

U_M/U_B = k/4·(4ε) = k·ε (Vollbrücke, Gl. 10.43)

Procedure

Step by step

  1. Enter shear force and web dimensions at the measuring section.
  2. For precise values use τ = F·S/(I·t) with the first moment of area and compare.
  3. Choose the circuit; the full bridge compensates bending and temperature.

Typical mistake

Using the whole section instead of the web area, or installing gauges off the neutral fibre where bending strain superimposes.

Practice

Application and limits

Shear-beam load cells, shear-force measurement on beams, bearing-load determination on axles and crane runways, support reactions in civil engineering.

Mean shear stress of thin webs; for solid sections τ_max = 1.5·F/A (rectangle) or 4/3·F/A (circle). Gauges must sit in the neutral fibre.

Source

Technical basis

Keil, Dehnungsmessstreifen, 2nd ed. 2017, sec. 10.2.4 shear-loaded objects, eqs. (10.42), (10.43).

The source supports the equation structure and worked examples; this calculator does not replace calibration of the measuring chain.

FAQ

Frequently asked questions

Why is shear measurement independent of bending?

In the neutral fibre bending strain is zero and the ±45° layout responds only to shear strain.

Can I design a load cell with it?

Yes, roughly: choose the web area so that ε at rated load is about 500–1000 µm/m.

What is the shear strain γ?

The angular distortion of the element; it equals the diameter of the strain circle, γ = ε₁ − ε₂ = 2ε₁.