Using limit state:
(*UgY The deflections towards axis Y (*OdCiec calculated from member chord *)equal:
amax = $14.1.1$ mm
agr = l / $14.2.1$ = $14.3.1$ / $14.2.1$ = $14.4.1$ mm
amax = $WarSGUy$ = agr
*)(*UgX The deflections towards axis X (*OdCiec calculated from member chord *)equal:
amax = $14.1.2$ mm
agr = l / $14.2.2$ = $14.3.2$ / $14.2.2$ = $14.4.2$ mm
amax = $WarSGUx$ = agr
*)(*UgXY Largest resultant deflection equals:
a = $WWyp$
*)(*PrzemW Horizontal displacement of joint in level height h = $14.5$ m equals:
u = $14.1.3$ mm
ugr = h / $14.2.3$ = $14.3.3$ / $14.2.3$ = $14.4.3$ mm
u = $WarSGUw$ = ugr *)
misiak10-1985