Steel Buildings in Europe

Title 3.4 Worked Example – Fin Plate 8 of 13 5 – 45 t w e h e = 177 = 90 = 9 ( n 1 1 - 1) p = 280 1,b Shear resistance of gross section V Rd,g = M0 y,b v,wb 3  f A Ref [8] Shear area of beam web, A v,wb =   f f w 2 2 r t t bt A    =   2 210 15 , 7 9 2 24 15 , 7 11700       = 6001 mm 2 η h w t w = 1, 0 515, 6 9   = 4640 mm 2 V Rd,g = 3 10 3 1, 0 275 6001     = 953 kN Shear resistance of net section V Rd,n = M2 u,b net wb, v, 3  f A Ref [8] Net area, A v,wb,net = 1 0 w A n d t  = 6001 5 22 9    = 5011 mm 2 V Rd,n = 3 10 3 1, 25 430 5011     = 995 kN Block tearing resistance V Rd,b = M0 y,b nv M2 nt u,b 3 0,5   f A f A  Ref [8] Net area subject to tension, A nt =   0 p 2 2,b 1,5 d t p e     603 9 60 40 1,5 22      mm 2 Net area subject to shear, A nv =     0 1 1 1 p 1,b ( 0,5) 1 d t e n p n     =     9 90 5 1 70 (5 1)22     = 2538 mm 2 V Rd,b = 3 10 3 1,0 2538 275 1,25 603 0,5 430             = 507 kN V Rd,min = min(953; 995; 507) = 507 kN V Ed = 350 kN ≤ 507 kN, OK