HomeAmerican Codes
3D Render American Canadian GeneralIm-Export
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
stiffened Extended Shear Tab Connection
Review Report
Column
Results factor
Bolts d0 = in. in. in. ksi s = n = g = Fub =
Beam in Column Strong Axis Mu = kips-ft. Pu0 = kips
Shear Tab Plate tp = in. a = e = in. in.
Steel Properties Fy = ksi ksi Fu = Fyp= ksi Fup = ksi
Beam in Column Weak Axis Vux = kips Vuy = kips kips Pu =
Doubler Plate td = in.
Stiffener Plates ts = in.
For one line of bolts, set g = 0 Stiffened Extended Shear Tab Connection