Steel Buildings in Europe

Title Appendix B Worked Example: Design of a truss node with gusset 31 of 44 5 - 110 The calculation of the components is performed in the same way as for connection N3 (see 3.3.4). We calculate the components in the basis   h v   , (see Figure B.25).) then in the basis   h v , (see Figure B.26). N 1,g,Ed M 1,g,Ed b 1 b 2 b 3 b 4 F N,b2 F M,b2 F M,b2,h’ G F M,b2,v’ h’ v’ Figure B.25 Connection N1 – Gusset component – Locations Table B.13 gives the calculations and the results of the design ultimate shear load F V,bi,Ed and its two components F V,bi,h’,Ed and F V,bi,v’,Ed for each bolt b i in the   h v   , reference system. Table B.13 Connection N1 – Gusset component – Design shear loads in kN in the   h v   , reference system. Bolt b 1 b 2 b 3 b 4 i h  -16,25 48,75 -48,75 16,25 i v  -30 -30 30 30 i r  34,12 57,24 57,24 34,12 M,bi F 69,56 116,70 116,70 69,56 M,bi,h  F 61,16 61,16 -61,16 -61,16 M,bi,v  F -33,13 99,39 -99,39 33,13 N,bi F 101,73 101,73 101,73 101,73 V,bi,Ed F 166,22 190,82 107,35 52,37 V,bi,h ,Ed  F 162,89 162,89 40,56 40,56 V,bi,v ,Ed  F -33,13 99,39 -99,39 33,13