Steel Buildings in Europe

Title 4.4 Worked Example – Angle Web Cleats 8 of 15 5 - 75 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 4.2.2.2. Supporting beam side e 1 = 40 = 40 e 1 = 40 Ed Ed 2 2 Ed = 350 ( n -1) p 1 1 V V V = 450 kN e 2 1 1 Block shear failure Basic requirement: V Ed ≤ V Rd,min V Rd,min = min( V Rd,g ; V Rd,n ; V Rd,b ) Shear resistance of gross section V Rd,g = M0 y,ac ac ac 1,27 3 2  f h t  = 3 10 1, 27 3 1, 0 2 430 10 275        = 1076 kN