Steel Buildings in Europe

Title 4.4 Worked Example – Angle Web Cleats 9 of 15 5 - 76 Shear resistance of net section V Rd,n = M2 u,ac v,net 3 2  f A  Net area, A v,net =   1 0 ac ac t h n d  =   10 430 6 22   = 2980 mm 2 V Rd,n = 3 10 3 1, 25 430 2 2980      = 1184 kN Block tearing resistance V Rd,b =          M0 y,ac nv M2 nt u,ac 3 0,5 2   f A f A Net area subject to tension, A nt =   0 ac 2 0,5 d t e  =   10 40 0,5 22   = 290 mm 2 Net area subject to shear, A nv =   0 1 1 ac ac ( 0,5) d t h e n    =   10 430 40 ( 6 0,5) 22    = 2690 mm 2 V Rd,b = 3 10 3 1, 0 2690 275 1, 25 290 2 0,5 430                = 954 kN V Rd,min = 954 kN V Ed = 450 kN ≤ 954 kN, OK 4.2.3. Shear resistance of the beam web 4.2.3.1. Shear and block tearing resistance Ed V = 450 kN h ac = 430 Basic requirement: V Ed ≤ V Rd,min V Rd,min = min( V Rd,g ; V Rd,n ; V Rd,b )