Canadian Codes
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Joint of Beams and Columns
MPa fy = Material f'c = MPa l =
Joint of Beams and Columns
Confinement of Joint g =
b = mm h = Column Lc = mm mm
b = mm h = Right Beam Ast = Asb = mm2 mm mm2 c = mm
b = mm h = Left Beam Ast = Asb = mm2 mm mm2 c = mm
Resistance Vr / Vf =
Review Report


g=2.4: for joints confined on four faces

g=1.8: for joints confined on three faces or on two opposite faces

g=1.5: for others