Frequently Asked Questions
1. I cannot see how to use Figure G.1
2. I do not understand Equation G.1
3. Will conflicting British Standards be withdrawn in 2010?
4. Will the economy of masonry designs change?
5. Are modern developments such a thin layer mortars included?
6. Will there be any residual standards?
7. Does "special category" still exist for masonry units?
8. How is fire resistance dealt with?
9. Will lateral load design be affected?
10. Will I still be able to use Approved Document A ?
11. Can Eurocode 6 be used to assess existing buildings?
12. Will it still be possible to use the code of practice for the structural design of low-rise buildings?
13. What is meant by an M12 mortar?
14. What is shell bedded masonry?
15. What is the normalised compressive strength of masonry units?
16. Why are there four groups of masonry units?
17. How is masonry classified for durability?
18. Why is the partial factor for material included in Equation 8.1 of BS EN 1996-1-1?
19. Is equation C.2 correct?
20. What is the difference between a Normative Annex and an Informative Annex in Eurocode 6?
21. What do the designations P, M & S for mortar refer to?
22. How are ancillary components protected from corrosion?
23. Is the title of Annex E correct?
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