Steel Buildings in Europe

Part 5: Joint Design 5 – 54 For F b,hor,Rd : k 1 =         min 2,8 1,7; 1,4 1,7; 2,5 0 1 0 1 d p d e α b =          ; 1,0 1,4; 3 ; 3 min u,ac ub 0 2 0 2 f f d p d e Bearing resistance of bolts on the beam web 1,b Ed e 2,b h g e 1,b Ed e 2,b h g e p 2 z z p 1 p 1 V V 1 1 Check bolt group in bearing under eccentric load Basic requirement: V Ed ≤ V Rd V Rd = 2 hor,Rd b, b 2 b,ver,Rd b b 1               F n F n n   F b,ver,Rd = M2 u,b w 1 b   dt f k F b,hor,Rd = M2 u,b w 1 b   dt f k α , β and  M2 are as defined previously For F b,ver,Rd, k 1 =         min 2,8 1,7; 1,4 1,7; 2,5 0 2 0 2,b d p d e α b =          ; 1,0 ; 4 1 3 ; 3 min u,b ub 0 1 0 1,b f f d p d e