Steel Buildings in Europe

Title 3.4 Worked Example – Fin Plate 6 of 13 5 – 43 3.2.2. Shear resistance of the fin plate e e 1 1 1 1 50 50 2 e = 40 = 40 60 V Ed p p 2 ( n = 280 - 1) Basic requirement: V Ed ≤ V Rd,min V Rd,min = min( V Rd,g ; V Rd,n ; V Rd,b ) 3.2.2.1. Shear resistance of gross section V Rd,g = M0 y,p p p 1, 27 3  f h t = 3 10 1, 27 3 1, 0 360 10 275       = 450 kN Ref (8) 3.2.2.2. Shear resistance of net section V Rd,n = M2 u,p v,net 3  f A Ref [8] Net area, A v,net =   0 p p t h nd  =   10 360 5 22    = 2500 mm 2 V Rd = 3 10 3 1, 25 430 2500     = 497 kN 3.2.2.3. Block tearing resistance V Rd,b = 3 M0 y,p nv M2 nt u,p 10 3 0,5              f A f A Ref [8] Net area subject to tension, A nt =   0 p 2 2 1,5 t p e d   =   770 10 60 50 1,5 22     mm 2 Net area subject to shear, A nt =   0 1 p p 1 ( 0,5) d t h e n    =   2210 10 360 40 (5 0,5)22     mm 2 V Rd,b = 3 1, 0 2210 275 1, 25 770 0,5 430      = 483 kN V Rd,min = min(450; 497; 483) = 450 kN V Ed = 350 kN ≤ 450 kN, OK