Steel Buildings in Europe

Title Appendix B Worked Example: Design of a truss node with gusset 37 of 44 5 - 116 Table B.21 Connection N1 – Angle component – Horizontal loading – Design details Distance or spacing Minimum value Design value Maximum value   1 2 ; min e e 31,2 33   1 2 ; min p p 57,2 60 200   1 2 ; max p p 65 200 Determination of the design bearing resistance F b,Rd for each bolts Horizontal loading The horizontal loading coming from the results of Table B.20 is shown on the Figure B.30 b 1 b 2 b 3 b 4  b  b k 1 k 1 Figure B.30 Connection N1 – Angle component – Horizontal loadings Table B.22 gives the value of the horizontal component of the design bearing resistances F b,bi,h,Rd .