Calculadora de armadura viga/losa/pilar (GB 50010)

Tipo de elemento
Concrete grade
Rebar grade
Ancho de sección Milímetro (mm)
Alto de sección Milímetro (mm)
保护层厚度 Milímetro (mm)
假定钢筋直径 Milímetro (mm)
设计弯矩 M kN·m
设计配筋 As: - mm²
计算配筋 As: - mm²
配筋率: -
Effective depth h0: - Milímetro (mm)
相对受压区高度 ξ: -
最小配筋面积: - mm²
最大配筋面积: - mm²
配筋建议: -
验算结论: -
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.