Steel Buildings in Europe

Title Appendix B Worked Example: Design of a truss node with gusset 36 of 44 5 - 115 And for the design resistance: r,b,h,Rd g F = 616,90 kN for the horizontal components r,b,v,Rd g F = 616,90 kN for the vertical components And we verify that: ) 272, 27 sin( 1 1 , ,   g Ed N < 616,90kN r,b,h,Rd  g F ) 302,39 cos( 1 1 , ,   g Ed N < 616,90kN r,b,h,Rd  g F 3.4.5. Connection N1 – Checking bolts with regard to the angle component Determination of the design ultimate shear load F V,Ed for each bolts Table B.20 gives the results of the design ultimate shear load F V,bi,Ed and its components F V,bi,h,Ed and F V,bi,v,Ed (See Figure B.29). These results are deduced from the results obtained for the gusset in the basis   h v   , . N 1,a,Ed M 1,a,Ed b 1 b 2 b 3 b 4 h v G F V,b1,Ed F V,b2,Ed F V,b3,Ed F V,b4,Ed Figure B.29 Connection N1 – Angle component – Loading Table B.20 Connection N1 – Angle component – Design shear loads in kN Bolt b 1 b 2 b 3 b 4 V,bi,Ed F 83,11 95,41 53,67 26,19 V,bi,h,Ed F 81,44 81,44 20,28 20,28 V,bi,v,Ed F 16,57 -49,70 49,70 -16,57 Design details The design details are verified in the table below.