Ggs

Factors defining representative values of variable actions

Vo for combination values

^>1 for frequent values

^>2 for quasi-permanent values

1.6.4 Subscripts

a

Structural steel

c

Concrete

c

Compression

cr (or crit)

Critical

d

Design

dst

Destabilising

dir

Direct

eff

Effective

ext

External

f

Flange

F (or P)

Action

g (or G)

Permanent action

h

High; Higher

ind

Indirect

inf

Inferior; Lower

int

Internal

k

Characteristic

l

Low; Lower

m (or M)

Material

m

Bending

m

Mean

max

Maximum

min

Minimum

nom

Nominal

p (or P)

Prestressing force

pl

Plastic

ps

Prestressing steel

q (or Q)

Variable action

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