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Parallel to Grain - Lateral Resistance
(Both members loaded parallel to grain)
&Phi = 0.7
KT = 1.0
JG = 1
Joint detail = A
KD = 1
JR = 1
Bolt d = 9.525 mm
K
SF = 1
J
L = 1
J
F = J
G*J
L*J
R = 1
p
u calculations
Gside = 0.49
f2 main = 27.93
(c) = n/a
(f) = 7577 N
ns = 1
f1 side = 27.93
(b) = 29795 N
(e) = 7909 N
pu = 3567 N
Gmain = 0.49
(a) = 8087 N
(d) = 3567 N
(g) = 3899 N
nf = 1
P
u=p
u*K
D*K
SF*K
T = 3.57 kN
Pr = &Phi*Pu*ns*nF*JF =2.5 kN
Perpendicular to Grain - Lateral Resistance
(Side member parallel to grain and main member perpendicular to grain)
&Phi = 0.7
KT = 1.0
Joint detail = A
KD = 1
Bolt d = 9.525 mm
K
SF = 1
q
u modes
Gside = 0.49
f2 main = 12.15
(c) = n/a
(f) = 4209 N
ns = 1
f1 side = 27.93
(b) = 12959 N
(e) = 7477 N
qu = 3036 N
JR = 1
Gmain = 0.49
(a) = 8087 N
(d) = 3135 N
(g) = 3036 N
nf = 1
Q
u=q
u*K
D*K
SF*K
T = 3.04 kN
Qr = &Phi*Qu*ns*nF*JR =2.13 kN
Loads at Angle - Lateral Resistance
Main member parallel to grain, Side member perpendicular to grain
Qr = 1.55 kN
Nr side = 2.5 kN
Main member perpendicular to grain, Side member parallel to grain
Qr = 2.13 kN
Nr_ main = 2.13 kN
Nr = Pr*Qr/(Pr*sin2&Theta + Qr*cos2&Theta) =2.13 kN
