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Corrigendum - REACH24H Consulting Group

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6.5.5.1.5 Metal IBCs shall be made of metals which meet the following requirements:<br />

10000<br />

(a) For steel the elongation at fracture, in %, shall not be less than with an<br />

Rm<br />

absolute minimum of 20%, where Rm = guaranteed minimum tensile strength of the<br />

steel to be used, in N/mm 2 ;<br />

10000<br />

(b) For aluminium the elongation at fracture, in %, shall not be less than with an<br />

6Rm<br />

absolute minimum of 8% where Rm = guaranteed minimum tensile strength of the<br />

aluminium to be used, in N/mm 2 .<br />

Specimens used to determine the elongation at fracture shall be taken transversely to the<br />

direction of rolling and be so secured that:<br />

L0 = 5d or<br />

L0 = 5.65 A<br />

where: L0 = gauge length of the specimen before the test<br />

d = diameter<br />

A = cross-sectional area of test specimen.<br />

6.5.5.1.6 Minimum wall thickness:<br />

Capacity (C)<br />

in litres<br />

C ≤ 1 000<br />

1 000 < C ≤ 2 000<br />

2 000 < C ≤ 3 000<br />

Copyright@United Nations, 2011. All rights reserved.<br />

(a) For a reference steel having a product of Rm × Ao = 10 000, the wall thickness shall<br />

not be less than:<br />

Wall thickness (T) in mm<br />

Types 11A, 11B, 11N Types 21A, 21B, 21N, 31A, 31B, 31N<br />

Unprotected Protected Unprotected Protected<br />

2.0<br />

1.5<br />

2.5<br />

2.0<br />

T = C/2 000 + 1.5 T = C/2 000 + 1.0 T = C/2 000 + 2.0 T = C/2 000 + 1.5<br />

T = C/2 000 + 1.5 T = C/2 000 + 1.0 T = C/1 000 + 1.0 T = C/2 000 + 1.5<br />

where: A0 = minimum elongation (as a percentage) of the reference steel to be<br />

used on fracture under tensile stress (see 6.5.5.1.5);<br />

(b) For metals other than the reference steel described in (a), the minimum wall thickness<br />

is given by the following equivalence formula:<br />

e<br />

1<br />

21.<br />

4×<br />

e0<br />

=<br />

3 Rm A<br />

1<br />

- 264 -<br />

1<br />

where: e1 = required equivalent wall thickness of the metal to be used<br />

(in mm);<br />

e0 = required minimum wall thickness for the reference steel (in mm);<br />

Rm1 = guaranteed minimum tensile strength of the metal to be used<br />

(in N/mm 2 ) (see (c));<br />

A1 = minimum elongation (as a percentage) of the metal to be used on<br />

fracture under tensile stress (see 6.5.5.1.5);<br />

However, in no case shall the wall thickness be less than 1.5 mm;

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