Steel Buildings in Europe

Title 3.4 Worked Example – Fin Plate 7 of 13 5 – 44 3.2.3. Bending resistance of the fin plate Basic requirement: V Ed ≤ V Rd Ref [8] 2,73  z = 2,73  80 = 218 mm h p = 360 mm > 218 mm Then   Rd V Rd Ed V V  , OK 3.2.4. Buckling resistance of the fin plate Basic requirement: V Ed ≤ V Rd t p /0,15 = 0,15 10 = 67 mm Ref [8] z = 80 mm > 67 mm V Rd =       M0 el,p y,p M1 p,LT el,p ; 0,6 min   f z f W z W f p,LT from BS5950-1 Table 17 (See Appendix A) W el,p = 6 2 p p t h 216000 6 10 360 2    mm 3 z p = 80 mm λ LT = 1/ 2 2 p p p 1,5 2,8         t z h = 1/ 2 2 1,5 10 2,8 50 360         = 31 f p,LT is obtained by interpolation from Appendix A. f p,LT = 274 N/mm 2 V Rd =            3 3 10 1, 0 275 80 216000 ; 10 0, 6 1, 0 274 80 216000 min =   ; 743 1233 min = 743 kN V Ed = 350 kN ≤ 743 kN, OK 3.2.5. Shear resistance of the beam web 3.2.5.1. Shear and block tearing resistance Basic requirement: V Ed ≤ V Rd,min V Rd,min = min( V Rd,g ; V Rd,n ; V Rd,b )