Steel Buildings in Europe

Title 4.4 Worked Example – Angle Web Cleats 15 of 15 5 - 82 F Rd,n = 3 10 1,1 430 0,9 2682    = 944 kN F Ed = 370 kN ≤ 944 kN, OK 4.3.2.3. Block tearing resistance Basic requirement : F Ed ≤ F Rd,b F Rd,b = M0 y,b nv Mu nt u,b 3   f A f A  Case 1 A nt =       0 1 1 w 1 1 1 t n p n d    =       9 6 1 70 6 1 22     = 2160 mm 2 A nv =   0 w 2,b 0,5 2 d t e  =   2 9 40 0,5 22    = 522 mm 2 F Rd,b = 3 10 3 1, 0 522 275 1,1 2160 430               = 927 kN F Ed = 370 ≤ 927 kN, OK (Case 2 only applies to notched beams)