Eurocode 9 Part 1 2 1999 2007 Design of Aluminium Structures Structural Fire Design UK NA

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WB9423_BSI_StandardColCov_noK_AW:BSI FRONT COVERS 5/9/08 12:55 Page 1

UK National Annex to

Eurocode 9: Design of

aluminium structures –

Part 1-2: Structural fire design

NA to BS EN 1999-1-2:2007

Licensed copy: BSI USER 06 Document Controller, Midmac Contracting Co. W.L.L, Version correct as of 03/08/2011 11:44, (c) BSI

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NA to BS EN 1999-1-2:2007

NAtioNAl ANNEx

Publishing and copyright information

the BSi copyright notice displayed in this document indicates when the
document was last issued.

© BSi 2009

iSBN 978 0 580 57346 0

iCS 13.220.50; 91.010.30; 91.080.10

the following BSi references relate to the work on this national annex:
Committee reference B/525/9
Draft for comment 08/30153319 DC

Publication history

First published January 2009

Amendments issued since publication

Date

Text affected

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NAtioNAl ANNEx

© BSI 2009 •

1

NA to BS EN 1999-1-2:2007

National Annex (informative) to

BS EN 1999-1-2:2007, Eurocode 9: Design of

aluminium structures – Part 1-2: Structural

fire design

Introduction

this National Annex has been prepared by BSi Subcommittee, B/525/9,
Structural use of aluminium. in the UK it is to be used in conjunction
with BS EN 1999-1-2:2007, Structural fire design.

NA.1 Scope

this National Annex gives:

the UK decisions for the Nationally Determined Parameters

a)

described in the following subclauses of BS EN 1999-1-2-2007:

2.3

(1)

2.3

(2)

2.4.2

(3)

4.2.2.1

(1)

4.2.2.3

(5)

4.2.2.4

(5)

the UK decisions on the status of BS EN 1999-1-2:2007 informative

b)

annexes; and

references to non-contradictory complementary information.

c)

NA.2 Nationally Determined Parameters

UK decisions for the Nationally Determined Parameters described in
BS EN 1999-1-2:2007 are given in table NA.1.

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NA to BS EN 1999-1-2:2007

2

• © BSI 2009

NAtioNAl ANNEx

table

NA.1

UK

values

for

Nationally

Determined

Parameters

described

in

BS

EN

1999-1-2:2007

Subclause

Nationally

Determined

Parameter

Eur

ocode

recommendation

UK

decision

2.3

(1)

Pa

rt

ia

l s

af

et

y

fa

ct

o

r

fo

r

m

ec

h

an

ic

al

p

ro

p

er

ti

es

of

aluminium

for

the

fire

situation

c

M,fi

=

1.0

Use

the

recommended

value.

2.3

(2)

Pa

rt

ia

l s

af

et

y

fa

ct

o

r

fo

r

th

er

m

al

p

ro

p

er

ti

es

o

f

aluminium

for

the

fire

situation

c

M,fi

=

1.0

Use

the

recommended

value.

2.4.2

(3)

the

values

of

c

G

, c

Q,1

, W

fi

and

p

V

alues

in

EN

1990

for

c

G

, c

Q,1

and

p

;

W

2,1

for

W

fi

Fo

llo

w

t

h

e

re

co

m

m

en

d

at

io

n

s

o

f

th

e

U

K

National

Annex

to

BS

EN

1990.

4.2.2.1

(1)

Classification

of

cross-sections

C

ro

ss

-s

ec

ti

o

n

s

m

ay

b

e

cl

as

si

fi

ed

a

s

fo

r

n

o

rm

al

t

em

p

er

at

u

re

d

es

ig

n

a

ss

u

m

in

g

th

e

sa

m

e

re

la

ti

ve

d

ro

p

in

0

.2

%

p

ro

o

f

strength

and

modulus

of

elasticity

Use

the

given

rule.

4.2.2.3

(5)

Design

resistance

of

beams

Design

resistance

may

be

calculated

u

si

n

g

f

o

rm

u

la

e

(4

.7

),

(

4.

9)

a

n

d

(

4.

10

)

w

h

ic

h

a

re

b

as

ed

o

n

a

ss

u

m

in

g

t

h

e

sa

m

e

re

la

ti

ve

d

ro

p

in

0

.2

%

p

ro

o

f

st

re

n

g

th

a

n

d

modulus

of

elasticity

Use

the

given

formulae.

4.2.2.4

(5)

Design

buckling

resistance

of

columns

B

u

ck

lin

g

r

es

is

ta

n

ce

m

ay

b

e

ca

lc

u

la

te

d

u

si

n

g

f

o

rm

u

la

(

4.

11

)

w

h

ic

h

is

b

as

ed

o

n

as

su

m

in

g

t

h

e

sa

m

e

re

la

ti

ve

d

ro

p

in

0

.2

%

proof

strength

and

modulus

of

elasticity

Use

the

given

formula.

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NAtioNAl ANNEx

© BSI 2009 •

3

NA to BS EN 1999-1-2:2007

NA.3 Decisions on the status of informative

annexes

UK decisions on the status of informative annexes in BS EN 1999-1-2:2007
are given in table NA.2.

table NA.2 UK decisions on the status of informative annexes in

BS EN 1999-1-2:2007

Annex

Description

UK decision

Annex A

Properties of alloys and/or tempers
not listed in EN 1999-1-1

May be used

Annex B

Heat transfer to external structural
aluminium members

May be used

NA.4 References to non-contradictory

complementary information

BS EN 1999-1-1:2007 is referenced in BS EN 1999-1-2:2007. the
following references contain non-contradictory complementary
information for use with BS EN 1999-1-1:2007.

PD 6702-1, Recommendations for the design of aluminium
structures to BS EN 1999

PD 6705-3, Recommendations for the execution of aluminium
structures to BS EN 1090-3

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NA to BS EN 1999-1-2:2007

4

• © BSI 2009

NAtioNAl ANNEx

Bibliography

For dated references, only the edition cited applies. For undated
references, the latest edition of the referenced document (including
any amendments) applies.

Standards publications

BS EN 1990:2002, Eurocode – Basis of structural design

BS EN 1999-1-1:2007, Eurocode 9: Design of aluminium structures –
Part 1-1: General structural rules

PD 6702-1, Recommendations for the design of aluminium
structures to BS EN 1999

1)

PD 6705-3, Recommendations for the execution of aluminium
structures to BS EN 1090-3

1)

1)

in preparation.

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