double Angle Connection

American Codes

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Review Report

Girder, Column Column Girder

Results factor

Bolts d₀ = in. in. in. ksi s = n = g₁ = F_ub = g₂ = in.

Loading P_u = kips V_uy = kips

Beam Copes L_c1 = in. d_c1 = in. d_c2 = in. No copes only top cope T+B copes

Double Angles in. ksi L_p = F_yp= F_up = ksi Long leg with beam ? E-P = in.

Girder, Column, Beam F_y = ksi ksi F_u =

Beam E-B = in. Angles bolted to beam Angles welded to Beam

Custom Shape American ShapeASDLRFD Shear Connection (Double Angles)