Steel Buildings in Europe

Title 2.4 Worked Example – Partial depth end plate 6 of 7 5 – 19 2.3. Checks for tying 2.3.1. Resistance of the end plate in bending Basic requirement:   Rd,u,3 Rd,u,2 Rd,u,1 Ed , , min F F F F  2 3 m 1 p = 140 n e = 30 275 kN Mode 1: F Rd,u,1 =     mn e m n n e M    w Rd,u pl,1, w 2 8 2 Table 6.2 Σ l eff = 1A 1 1A ( 1) 2 e n p   e 1A = e 1 but ≤ 2 2 2 ) 0,5( 0 3 w d t a p    2 0,5(140 9 2 5, 6 2 ) 22     = 69 mm  e 1A = 40 p 1A = p 1 but ≤ 0 3 w 2 2 t a d p    0 3 w 2 2 t a d p    = 140 9 2 5, 6 2 22     = 137 mm  p 1A = 70 Σ l eff = 1A 1 1A ( 1) 2 e n p   = 2 40 ( 6 1) 70    = 430 mm M pl,1,Rd,u = Mu u,p 2 eff,1 p Σ 0, 25  l t f = 6 2 10 1,1 430 0, 25 430 12      = 6,05 kNm m = 2 2 0,8 2 3 w a t p     = 2 140 9 2 0,8 5, 6 2      = 59 mm e w 9,25 4 37 4 w    d mm n =   e m ; 1,25 min 2 =   min 30; 76 = 30 mm