3D WELD Group 1
Sunday 21st of June 2026 05:25:11 AM
Elastic Vector Method
PCI 7ed 6.7.5.1
Input Data
d(in): Px(Kips):
do(in): Py(kips):
b(in): Pz(kips):
bo(in): Fexx(ksi):
bb(in): ΦFe:
bbo(in): ΦRe:
e (in):
ey(in):
ezy(in):
Nomenclature
d,b,bb = sides lengths
do,bo,bbo = weld lengths side centered.
PCI 7th Ed 6.7.5.1:
Fexx, common values: 70, 80 ksi
ΦFe=0.6
ΦRe=0.75 (Reductions factors)
Px, Py, Pz, Factored Loads
Results
Weld Size (in)=
Weld Length (in)=
Ix (in4/in)=  
Iy (in4/in)=  
Ip (in4/in)=  
Xcg (in)=  
Ycg (in)=  
Mx (k-in)=  
My (k-in)=  
Mz (k-in)=  
f_x (kip/in)=  
f_y (kip/in)=  
f_z (kip/in)=  
Result._FR_(kip/in)=
eyx (in)=  
exy (in)=  
   

 
Analysis Calculus
Sunday 21st of June 2026 05:25:11 AM
    Lw=0 in     Xcg=0  in     Ycg=0 in
    Ix=0 in3     Iy=0 in3
    Ip=0 in3     exy=0 in     eyx=0 in
    Mzx=0 Kip in     Mzy=0 kip in     Mxz=0 Kip in
    Mxy=0 Kip in     Myx=0 Kip in     Myz=0 kip in
    Mz=0 kip in     Mx=0 Kip in     My=0 kip in
    x=0 in     y=0 in
    fx=0 kip/in     fy=0 kip/in     fz=0 kip/in
    f'x=0 kip/in     f'y=0 kip/in     f'z=0 kip/in
    fr=0 kip/in     fact0=0 ksi     w= in