Info

(iii) Combined load cases for plate design

Design axial loading due N3d = kg ■ Gk + kq ■ Qk to permanent and medium-term variable action, N3d

5. Modification factors

Factor for permanent- kmod perm = 0.6 duration loading and service class 2, kmod.perm (Table 2.4 (EC5, Table 3.1))

Factor for medium-duration loading and service class 2, kmod.med

(Table 2.4 (EC5, Table 3.1)) Factor for instantaneous-duration loading and service class 2, kmod.mst (Table 2.4 (EC5, Table 3.1))

System strength factor, ksys-2.3.7 (EC5, 6.7)

kmod.i

0 0

Post a comment