Steel Buildings in Europe

Part 5: Joint Design 5 – 51 4 DOUBLE ANGLE WEB CLEATS Unless noted otherwise, the design rules below have been developed from those established for partial depth end plates and fin plates from Reference 8. 4.1 Recommended details p p p 1 1 1 3 t t f f t p ac ac h h b 1 3 5 6 4 2 9 10 7 8 1 Length of cleat h ac  0,6 h b 2 Face of beam or column 3 End projection, g h approximately 10 mm 4 Double line of bolts 5 Bolt diameter, d 6 Hold diameters, d 0. d 0 = d + 2 mm for d  24 mm; d 0 = d + 3 mm for d > 24 mm 7 10 mm clearance 8 Supported beam (single notched) 9 Supported beam (double notched) 10 Supporting beam