Steel Buildings in Europe

Title 2.4 Worked Example – Partial depth end plate 2 of 7 5 – 15 Summary of full design checks Design forces V Ed = 550 kN F Ed = 275 kN (Tie force) Shear resistances Shear resistance of the beam web 614 kN Bending resistance at the notch N/A Local stability of notched beam N/A Bolt group resistance 902 kN Resistance of the end plate 1182 kN Weld resistance OK Tying resistances Resistance of the end plate in bending 493 kN Tension resistance of the beam web 1513 kN Weld resistance OK 2.1. Recommended details End plate: 200  12 mm Height of plate: h p = 430 mm > 0,6 h b , OK Bolts: M20, 8.8 at 140 mm gauge 2.2. Checks for vertical shear 2.2.1. Shear resistance of the beam web = 430 550 kN p h Unless noted otherwise, all references are to EN 1993-1-8 Basic requirement: c,Rd Ed V V  The shear resistance of the beam web, V c,Rd = M0 v y,b / 3  A f EN 1993-1-1 § 6.2.6(1)