Hurluberlu / Footing Design [CSA A23.3-19]
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RESULTS

Footing width (mm) -
Footing length (mm) -
Footing thickness (mm) -
X-DIRECTION
-
Vf,x - kN
Vr,x - kN
ϕc-
λ-
fc- MPa
bw- mm
dv - mm -
β - -
Y-DIRECTION
-
Vf,y - kN
Vr,y - kN
ϕc-
λ-
fc- MPa
bw- mm
dv - mm -
β - -
-
Vf - MPa
Vr - MPa
ϕc-
λ-
fc- MPa
βc-
bo- mm
d- mm
X-DIRECTION
-
Mf,x - kNm
Mr,x - kNm
Rebar : -
Type-
ϕc-
As- mm²
ab- mm²
Fy- MPa
a- mm
-
-
Y-DIRECTION
-
Mf,y - kNm
Mr,y - kNm
Rebar : -
Type-
ϕc-
As- mm²
ab- mm²
Fy- MPa
a- mm
-
-
X-FRICTION
-
Ld,x - mm
Lx - mm
Fact-
k1-
k2-
k3-
k4-
Fy-
fc-
db-
Y-FRICTION
-
Ld,y - mm
Ly - mm
Fact-
k1-
k2-
k3-
k4-
Fy-
fc-
db-
X-HOOK
L bef. hook
-
Ldb,x - mm
Lx - mm
Fact-
k1-
k2-
k3-
k4-
Fy-
fc-
db-
Hook length
-
Lhook,x - mm
Lx - mm
Lhook,x12d
db-
Y-HOOK
L bef. hook
-
Ldb,y - mm
Ly - mm
Fact-
k1-
k2-
k3-
k4-
Fy-
fc-
db-
Hook length
-
Lhook,x - mm
Lx - mm
Lhook,y12d
db-
ALLOWABLE CAPACITY (SLS)
qELS - kPa
qr,ELS - kPa
qfoot- kPa
qsoil- kPa
qload- kPa
ULTIMATE CAPACITY (ULS)
qULS - kPa
qr,ELU - kPa
qfoot- kPa
qsoil- kPa
qload- kPa
PIER BEARING
-
Cf - kN
Cr - kN
Fact-
ϕc-
fc-
A1-
⚠ LOG