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Fillet Weld Capacity
The calculation below determines the capacity of a fillet weld per CSA S16
Input:
ϕ
w
=
D
w
=
in
L
w
=
in
θ1 =
deg
θ2 =
deg
F
u
=
ksi
X
u
=
ksi
Output:
Definitions
ϕ
w
= Resistance factor for welds
F
u
= Ultimate strength of base metal (ksi)
X
u
= Ultimate strength of electrode (ksi)
D
w
= Fillet weld leg size (in)
L
w
= Weld length (in)
θ
1
= Angle between longitudinal axis of weld and line of action of applied force (deg)
θ
2
= Orientation of weld closest to 90deg, in a multi-orientation weld (deg)
M
w
= Strength reduction factor for multi-orientation welds
A
w
= Area of effective weld throat (in
2
)
A
m
= Area of effective fusion face (in
2
)
Shear capacity of base metal
V
r,base
= 0.67 ϕ
w
A
m
F
u
where A
m
= D
w
L
w
= 1.5
V
r,base
= 0.67 (0.67) (0.25*6) (65)
V
r,base
= 43.77 kip
Shear capacity of weld metal
V
r,weld
= 0.67 ϕ
w
A
w
X
u
(1.00+0.5sin(θ
1
)^1.5) Mw
where M
w
= (0.85 + θ
1
/600)/(0.85+θ
2
/600) = 1
where A
w
= L
w
D
w
/ √2 = 1.061
V
r,weld
= 0.67 (0.67) (0.25*6 / 1.414) (71) (1.5) (1)
V
r,weld
= 50.72 kip
Result
V
r
= min(V
r,base
, V
r,weld
)
V
r
= min(43.77, 50.72)
V
r
= 43.77 kip
User Notes:
User notes
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