Steel Buildings in Europe

Title Appendix B Worked Example: Design of a truss node with gusset 34 of 44 5 - 113 Vertical loading The vertical loading coming from the results of Table B.14 is shown on the Figure B.28. b 1 b 2 b 3 b 4  b  b k 1 k 1 k 1 Figure B.28 Connection N1 – Gusset component – Vertical loading Table B.17 gives the value of the vertical component of the design bearing resistances F b,bi,v,Rd . Table B.17 Connection N1 – Gusset component – Vertical component of the design bearing resistances in kN Bolt b 1 b 2 b 3 b 4 e 1 124 76 e 2 80 98 54 p 1 65 1) 65 1) p 2 65 1) 65 65 65 1) b,end  b,end  b,inner  b,inner  b  1,00 0,97 0,58 0,58 1,inner k 1,min k 2) 1,min k 2) 1,min k 2) 1 k 1,80 1,80 1,80 1,80 b bi v Rd F , , , 264,38 257,60 154,22 154,22 1)   L min 65; 2)   1,end 1,inner 1,min ; min k k k 