Capacity ( stability ) of compressing and bending member:
Correcting element:
Mx max = 0 Dx = 0
My max = $8.1.2$ kNm by = $8.2.2$
$W57y$
Dy = $8.3.2$
(*L1 Regarding to torsional-flexural stability of not symmetrical profile for spacing of security bracing against the turning l1 = $8.1$ mm, we will receive:
= $8.2$ Þ jL = $8.3$
*)Capacity conditions (58):
- for buckling towards axis X:
$W58x$
- for buckling towards axis Y:
$W58y$
jeremyclarksoooon