Applied Loads and Stability of Steel and Steel-Concrete Composite Bridges - Finite Element Analysis and Design of Steel and Steel-Concrete Composite Bridges - page 157

DC
DD
DW
EH
EV
ES
EL

LL
IM
CE
BR
PL
LS

TU
CR
SH Load combination WA WS WL FR TG SE Use One of These at a Time

Limit State EQ IC CT CV

STRENGTH I
(unless noted)

g p 1.75 1.00 — — 1.00 0.5/1.2 g TG g SE ————

STRENGTH II g p 1.35 1.00 — — 1.00 0.5/1.2 g TG g SE ————

STRENGTH III g p — 1.00 1.40 — 1.00 0.5/1.2 g TG g SE ————

STRENGTH IV
EH, EV, ES, DW
DC ONLY

g p
1.5

— 1.00 — — 1.00 0.5/1.2 — — ————

STRENGTH V g p 1.35 1.00 0.40 1.00 1.00 0.5/1.2 g TG g SE ————

g p g EQ 1.00 —

EXTREME
EVENT I

— 1.00 — — — 1.0 — — —

EXTREME
EVENT II

g p 0.50 1.00 — — 1.00 — — — — 1.0 1.0 1.0

SERVICE I 1.00 1.00 1.00 0.30 1.00 1.00 0.5/1.2 g TG g SE ————

SERVICE II 1.00 1.30 1.00 — — 1.00 0.5/1.2 — — ————

SERVICE III 1.00 0.80 1.00 — — 1.00 0.5/1.2 g TG g SE ————

SERVICE IV 1.00 — 1.00 0.70 — 1.00 0.5/1.2 — 1.0 ————

FATIGUE I- LL ,
IM & CE ONLY

— 1.50 — — — — — — — ————

FATIGUE II- LL ,
IM & CE ONLY

— 0.75 — — — — — — — ————