Project information
Appears on the printed calculation sheet
Beam geometry
Cl. 8.2.3 — cover ≥ max(2db, 30 mm)
mm
mm
mm
mm
mm
mm
Effective depth, d
540.0 mm
h − cover − db,st − db/2
Area of one bar, Ab
314.2 mm²
π db²/4
Total FRP area, AF
1,256.6 mm²
n × Ab
Concrete properties
Cl. 6.5.3
MPa
Ec = 4500√f'c
26,622.4 MPa
α₁ (Eq. 8.8)
0.7975
β₁ (Eq. 8.9)
0.8825
fr = 0.6λ√f'c (Eq. 8.4)
3.5 MPa
GFRP reinforcement
Properties per CSA S807 · Cl. 7.1.6
MPa
MPa
εFu = fFu/EF
0.02000
GFRP shear reinforcement
Cl. 9.7.2 — closed loop stirrups
mm
mm
MPa
MPa
AvF (2 legs)
157.1 mm²
Factored & service loads
kN·m
kN
kN·m
kN·m
kN/m
kN
Development length parameters
Cl. 9.3.3
mm
Deflection parameters
Cl. 8.3.2.8 · Table 4