L N FJ NuJ

taking account of the sign of N1Ed and N2,Ed where 17V2,Ed I < |M,Ed|

(1) Provided that the geometry of the joints is within the range of validity given in Table 7.20, the design resistances of the joints should be determined using the expressions given in Table 7.21 or Table 7.22 as appropriate.

Table 7.20: Range of validity for welded joints between CHS or RHS brace members and I or H section chord members

Type of joint

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