Canadian Codes
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Composite Beam
Review Report
Designation MPa fy= Classification Section Information L0= mm
Results Mrc = Space = mm Mrc% = kN.m kN.m Space % = mm Vu/Vr = Mf/Mr = Ie = x 106mm4
Stud Information ds = mm Fud = MPa hs = mm Percent s = mm
Concrete Slab and Steel Deck f'c = MPa b1 = mm tc = mm hd = mm
loading Mf-max = kN.m Mt = kN.m Md = kN.m
Reinforced Rebars As-long = mm2 Fyr = MPa As-tran = mm2


Effective Width of Beam
  1). Interior beam, the less of:
      beam span / 4
      Average of the adjacent supports
  2). Edge beam, the less of:
      beam span /10 + width of steel beam
      0.5 times the clear distance between beams + width of beam

Stud Requirements
    tc > 65mm
    hs / ds >= 4, ds <= 2.5t, t - thickness of steel flange
    tc >= 30 + hs

Composite Beam