Steel Buildings in Europe

Title 4.4 Worked Example – Angle Web Cleats 10 of 15 5 - 77 Shear resistance of gross section V Rd,g = M0 y,b v,wb 3  f A Shear area of beam web, A v,wb = A – 2 bt f + ( t w + 2 r ) t f =   2 210 15, 7 9 2 24 15, 7 11700       A v,wb = 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 Net area, A v,wb,net = 1 0 w v,wb n d t A  = 6001 6 22 9    = 4813 mm 2 V Rd,n = 3 10 3 1, 25 430 4813     = 956 kN Block tearing resistance V Rd,b =          M0 y,b nv M2 nt u,b 3 0,5   f A f A Net area subject to tension, nt A   0 w 2,b 0,5 d t e     261 9 40 0,5 22     mm 2 Net area subject to shear, nv A     0 1 1 1 w 1,b ( 0,5) 1 d t e n p n          9 90 6 1 70 ( 6 0,5) 22      2871  mm 2 V Rd,b = 3 10 3 1, 0 2871 275 1, 25 261 0,5 430                = 501 kN V Rd,min = min(953; 956; 501) = 501 kN V Ed = 450 kN ≤ 501 kN, OK 4.2.3.2. Shear and bending interaction at the 2 nd line of bolts Not applicable because it is un-notched 4.2.4. Bending resistance at the notch Not applicable because it is un-notched