Steel Buildings in Europe

Title Appendix B Worked Example: Design of a truss node with gusset 38 of 44 5 - 117 Table B.22 Connection N1 – Angle component – Horizontal component of the design bearing resistances in kN Bolt b 1 b 2 b 3 b 4 e 1 67,5 35 e 2 33 33 p 1 65 65 p 2 1) 68,24 68,24 68,24 68,24 b,end  b,inner  b,end  b,inner  b  0,87 0,58 0,45 0,58 1,inner k 1,inner k 1,min k 2) 1,min k 2) 1 k 1,97 1,97 1,85 1,85 b,bi,h,Rd F 250,95 169,16 122,18 158,84 1) the distance L have been retained 2)   1,end inner 1, 1,min ; min k k k  Vertical loading The vertical loading coming from the results of Table 20 is shown on the Figure B.31 b 1 b 2 b 3 b 4   k 1 k 1 Figure B.31 Connection N1 – Angle component – Vertical loading Table B.23 gives the value of the vertical component of the design bearing resistances F b,bi,v,Rd .