2ov > 25%
g > h + tz
7.4.2 Uniplanar joints
(1) In brace member connections subject only to axial forces, the design internal axial force Ari,Ed should not exceed the design axial resistance of the welded joint NiRd obtained from Table 7.2, Table 7.3 or Table 7.4 as appropriate.
(2) Brace member connections subject to combined bending and axial force should satisfy:
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