Draft for eu submission only Interim Advice Note 124/xx




НазваниеDraft for eu submission only Interim Advice Note 124/xx
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ANNEX C2: Use of Interim Advice Notes with Eurocodes for the design of highway structures


Interim Advice Notes may contain requirements that are in conflict with the Principles and Application Rules for Eurocodes. In such cases the conflicting requirements must not be used. See clause 2.1.


Following the implementation of Eurocodes, the use of Interim Advice Notes for the design of highway structures is set out below:


Interim Advice Note

Additional guidance and/or requirements to be applied

Not to be used with Eurocodes

Interim Advice Note 05/96

None.

May be used with Eurocodes provided the additional guidance and/or requirements are applied

Interim Advice Note 70/06


Implementation Of New Reinforcement Standards (BS 4449:2005, BS 4482:2005, BS 4483:2005 and BS 8666:2005)

Amendment to BS 5400-4 as given in IAN 70/06 is not applicable to Eurocode design, as BS 5400-4 will be withdrawn. However, the use of BS 4449, BS 4482, BS 4483 and BS 8666 are unaffected.

Interim Advice Note 85/07


Design Of Passively Safe Portal Signal Gantries

Loadings, Dynamic Analysis, Design and Foundation criteria for passively safe portal signal gantries given in Chapters 7, 8, 9 and 11 respectively must not be used. Designers must use Eurocodes when undertaking structural design of such gantries and any part of them.

Interim Advice Note 86/07


Amendments To Design Requirements For Portal And Cantilever Sign/Signal Gantries

Loadings and Design criteria of portal and cantilever sign/signal gantries given in Chapters 3 and 4 respectively of BD 51/98 must not be used. See BD 51/98 in Annex C1.

Interim Advice Note 95/07


Revised guidance regarding the use of BS8500(2006) for the design and construction of structures using concrete

The section “Interaction with BS5400” must not be used when designing to Eurocodes, as BS 5400 will be withdrawn.

Interim Advice Note 104/07


The Anchorage of Reinforcement & Fixings in Hardened Concrete

  • Where the maximum and minimum concrete temperatures are to be evaluated, the relevant Eurocodes must be used.

  • 3. Design – Design Process for Anchorages Subject to Axial Tension – Step 7: the design resistance of the metal component must be determined using the relevant Eurocodes.

May be used without any restriction

Any other relevant Interim Advice Notes not withdrawn or listed above.
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