Steel Buildings in Europe

Title 2.4 Worked Example – Partial depth end plate 5 of 7 5 – 18 2.2.5.1. Shear resistance of gross section V Rd,g = M0 y,p p p 1,27 3 2  f h t = 3 10 1,27 3 1,0 2 430 12 275        = 1290 kN Ref (8) 2.2.5.2. Shear resistance of net section V Rd,n = M2 u,p v,net 3 2  f A  Ref (8) Net area, A v,net =   12 430 6 22   = 3576 mm 2 V Rd,n = 3 10 3 1,25 430 2 3576      = 1420 kN 2.2.5.3. Block tearing resistance h p = 430 and 190 1,36 140 1,36 3    p mm Since h p > 1,36 p 3 then Ref (8) V Rd,b =           M0 y,p nv M2 nt u,p 3 2   f A f A Net area subject to tension,   0 p 2 nt 0,5 d t e A     228 12 30 0,5 22     mm 2 Net area subject to shear,   0 1 p p 1 nv ( 0,5) d t h e n A       3228 12 430 40 ( 6 0,5) 22      mm 2 V Rd,b = 3 10 3 1, 0 3228 275 1, 25 228 2 430                = 1182 kN V Rd,min = min(1290; 1420; 1182) = 1182 kN V Ed = 550 kN ≤ 1182 kN, OK 2.2.6. Weld resistance For a beam in S275 steel Basic requirement: a ≥ 0,48 t w Ref (8) 0,48 t p = 0, 48 9  = 4,32 mm a = 5,7 mm ≥ 0,48 t w OK