Crack Width Calculator (GB 50010)

Member type
Force type
Concrete grade
Rebar grade
Exposure class
Stress input
Section width Millimeter(mm)
Section height Millimeter(mm)
Cover depth Millimeter(mm)
Bar diameter Millimeter(mm)
Bar count
Service moment Ms kN·m
Calculated crack width: - Millimeter(mm)
Crack limit wlim: - Millimeter(mm)
Limit utilization: -
Effective depth h0: - Millimeter(mm)
Steel stress σs: - N/mm²
Tension steel As: - mm²
Effective tension Ate: - mm²
Effective ratio ρte: -
Non-uniformity ψ: -
Force factor αcr: -
Result: -
Notes: -

Crack Width Calculator (GB 50010)

Estimate maximum crack width wmax per GB 50010 §7.1.2 for beams/slabs and compare with exposure-class limits.

  1. Choose member, force type (αcr), concrete/steel grades and exposure class
  2. Beam: b×h, cover, bar dia & count; slab: thickness, dia & spacing (b=1000 mm)
  3. Enter service moment Ms or σs directly
  • wmax = αcr·ψ·(σs/Es)·(1.9c + 0.08 deqte)
  • αcr: flexure 1.9 / axial tension 2.7 / eccentric compression 1.5

For learning and preliminary checks only—final design needs a licensed engineer. Runs locally in your browser.