ssc-367 - Ship Structure Committee

(3) Table 2 only
..
(l)-~f~ ~ 0.95 for out-of-plane bending then use ~ = 0.95.
(2) The equations indicated for K and KT join~s apply only to
loading on,all braces in che same direction for ouc-of-piane
bending.
(&) TabLe 3 only .
(1) FOC K joints in ouc-of-
(~ ~ l+t&’e”::: ; > 0
by che carin i - . -“
ding replace the conscant 0.9
(2) For KT joints in out-oi-ulane bending replace the conscant 0.8
by the carm (1 - 0.1 1+4!J2 when < ~ O.
....