Steel Buildings in Europe

Title 3.4 Worked Example – Fin Plate 12 of 13 5 – 49 A nv =         0 2 p 2 2 3 d t e p =          22 2 3 10 50 60 = 770 mm 2 F Rd,b = 3 10 3 1,0 770 275 1,1 2210 430             = 986 kN F Rd =   min 880; 995; 986 = 880 kN F Ed = 350 kN ≤ 880 kN, OK 3.3.2. Beam web resistance e 2 1 e =70 =90 =40 =60 p p F Ed 1,b 2,b 3.3.2.1. Bearing resistance of bolts on the beam web Basic requirement: F Ed ≤ F Rd F Rd = n b F b,hor,u,Rd F b,hor,u,Rd = Mu u,b w 1 b   dt f k k 1 =         min 2,8 1,7; 1,4 1,7; 2,5 0 1 0 1,b d p d e =         1,7; 2,5 22 1,7; 1,4 70 22 min 2,8 90 =   min 9,8; 2,75; 2,5 = 2,5 α b =          ;1,0 ; 4 1 3 ; 3 min u,b ub 0 2 0 2,b f f d p d e =          ; 1,0 430 ; 800 4 1 3 22 ; 60 3 22 min 40 =   min 0,61; 0,66; 1,86; 1,0 = 0,61 F b,hor,u,Rd = 3 10 1,1 2,5 0, 61 430 20 9       = 107 kN F Rd = 10 107  = 1070 kN F Ed = 350 kN ≤ 1070 kN OK