Steel Buildings in Europe

Title Appendix B Worked Example: Design of a truss node with gusset 24 of 44 5 - 103 b 4 b 5 b 6 b 2 b 3 b 1 k 1 k 1 k 1  b  b Figure B.19 Connection N3 – Angle component – Horizontal loadings Table B.10 gives the value of the horizontal component of the design bearing resistances F b,bi,h,Rd . Table B.10 Connection N3 – Angle component – Horizontal component of the design bearing resistances in kN Bolt b 1 b 2 b 3 b 4 b 5 b 6 e 1 e 2 33 33 33 p 1 65 65 65 65 65 65 p 2 1) 68,24 68,24 68,24 68,24 68,24 68,24 b,inner  b,inner  b,inner  b,inner  b,inner  b,inner  b  0,58 0,58 0,58 0,58 0,58 0,58 1,inner k 1,inner k 1,inner k 1,min k 2) 1,min k 2) 1,min k 2) 1 k 1,97 1,97 1,97 1,85 1,85 1,85 b bi h Rd F , , , 169,16 169,16 169,16 158,84 158,84 158,84 1) the distance L have been retained 2)   ; 1,end inner 1, min 1,min k k k  Vertical loading The vertical loading coming from the results of Table B.8 is shown on the Figure B.20