Steel Buildings in Europe

Title 4.4 Worked Example – Angle Web Cleats 2 of 15 5 - 69 Summary of full design checks Design forces V Ed = 450 kN F Ed = 370 kN (Tie force) Shear resistances Bolt group resistance Supported beam side Shear resistance of bolts 962 kN Bearing resistance of bolts on the angle cleats 1075 kN Bearing resistance of bolts on the beam web 583 kN Supporting beam side Resistance 902 kN Shear resistance of the angle cleats Supported beam side Shear resistance 954 kN Supporting beam side Shear resistance 954 kN Shear resistance of the beam web Shear and block tearing resistance Shear resistance 501 kN Shear and bending interaction at the 2 nd line of bolts N/A Bending resistance at the notch N/A Local stability of the notched beam N/A Tying resistances Angle cleats and bolt group resistance Resistance of the angle cleats in bending 696 kN Shear resistance of bolts 1284 kN Bearing resistance of bolts on the angle cleats 1428 kN Block tearing resistance 2060 kN Beam web resistance Bearing resistance of bolts on the beam web 642 kN Tension resistance of the beam web 944 kN Block tearing resistance 927 kN