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Flexural Capacity for Rectangular Section
h = mm As = MPa fy = Information b = v = mm mm2 mm f'c = MPa
Flexural Capacity for Rectangular Section
Flexural Resistance kN.m Mr =
Compressive Reinforcement mm mm2 As' = d' =
Review Report
Design Requirements


1.For tension failure fs = fy,  c / d <= 700 / (700 + fy)

2.Min. reinforcement As,min = 0.2.bt.h.f'c0.5/ fy=

3. The efficiency of the bond increases as the cover increases

  a). beam: 40 mm( to stirrups) for exposed to earth or weather
  b). beam: 30 mm (to stirrups) for not exposed to earth or weather
  c). slab: 20mm

4. Slab bar spacing: s <= 500 mm, s <= 3t

mm2