Beam/Slab/Column Rebar Calculator (GB 50010)

Member type
Concrete grade
Rebar grade
Section width Millimeter(mm)
Section height Millimeter(mm)
Cover depth Millimeter(mm)
Assumed bar diameter Millimeter(mm)
Design moment M kN·m
Design As: - mm²
Calculated As: - mm²
Reinforcement ratio: -
Effective depth h0: - Millimeter(mm)
Relative height ξ: -
Minimum rebar area: - mm²
Maximum rebar area: - mm²
Suggested bars: -
Check result: -
Notes: -

Beam / Slab / Column Rebar Calculator (GB 50010)

Singly reinforced flexural estimate per GB 50010: required As, ratio checks and bar suggestions (Φd@s for slabs).

  1. Choose beam / slab / column and material grades
  2. Beam: b×h and M (optional V tip); slab: thickness and M per meter; column: N and optional M
  • αs = M/(fc b h0²), ξ = 1−√(1−2αs), As = fc b ξ h0/fy
  • Compare with ρminmax; column uses max(ρminA, flexure As)

Preliminary only—final drawings need a licensed engineer. Runs locally in your browser.