N1,Rd | Design value of axial force resistance of connection for strut 1 |
kg | Factor for nodal connections with a gap g |
kp | Chord prestress coefficient |
fy0 | Yield strength of material of a chord member |
t0 | Wall thickness of chord cross-section |
θ1 | Enclosed angle between strut 1 and chord member |
d1 | Total diameter of strut 1 |
d0 | Total diameter of chord member |
yM5 | Partial safety factor |
N2,Rd | Design value of axial force resistance of connection for strut 2 |
θ2 | Enclosed angle between strut 2 and chord member |
Flange failure according to EN 1993-1-8, Table 7.2, row 3.2
Flange failure according to EN 1993-1-8, Table 7.2, row 3.2
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