HomeCanadian Codes
3D Render American Canadian GeneralIm-Export
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Flexural Capacity for T Section
h = mm As = MPa fy = Information b = v = mm mm2 mm f'c = MPa
Flexural Capacity for T Section
Flexural Resistance kN.m Mr =
Flange Information mm mm tf = bf =
Review Report
Design Requirements


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

2. The effective flange width for interior beams is the least of following:

  a). continuous beam: b1= L / 10
  b). simply supported beam: b1= L / 5
  c). b1= 12 t
    b1 = half of the clearance to the next web
3. Effective flange width for spandrel beams is the least of following:

  a). continuous beam: b1= L / 12
  b). b1= 6 t
    b1 = half of the clearance to the next web

mm2