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23/30464833 DC NA toBS EN 1996-1-1. UK National Annex to Eurocode 6. Design of masonry structures - Part 1-1. General rules for reinforced and unreinforced masonry structures, 2023
- 30464833_Form 36
- 30464833_text [Go to Page]
- Introduction [Go to Page]
- NA.1 Scope
- NA.2 Nationally determined parameters [Go to Page]
- NA.2.1 Ultimate limit states [BS EN 1996-1-1, 4.4.4(2)]
- NA.2.2 Specification and grouping of masonry units [BS EN 1996-1-1, 5.1.2(4)]
- NA.2.3 Specification of masonry mortar [BS EN 1996-1-1, 5.2.2(2)] [Go to Page]
- NA.2.3.1 Mortars
- NA.2.3.2 Cement
- NA.2.3.3 Lime
- NA.2.3.4 Fine aggregates (sand) and other aggregates
- NA.2.3.5 Admixtures and additions
- NA.2.4 Characteristic compressive strength of non-shell bedded masonry [BS EN 1996-1-1, 5.7.1.2(1)]
- NA.2.5 Characteristic compressive strength of non-shell bedded masonry, based on tests [BS EN 1996-1-1, 5.7.1.3(2)]
- NA.2.6 Characteristic shear strength of masonry [BS EN 1996-1-1, 5.7.2.1(1)]
- NA.2.7 Characteristic shear strength of masonry [BS EN 1966-1-1, 5.7.2.1(2)]
- NA.2.8 Characteristic initial shear strength [BS EN 1996-1-1, 5.7.2.2(4)]
- NA.2.9 Characteristic flexural strength of masonry [BS EN 1996-1-1, 5.7.4(4)]
- NA.2.10 Modulus of elasticity [BS EN 1996-1-1, 5.8.2(3)]
- NA.2.11 Creep, moisture expansion or shrinkage and thermal expansion [BS EN 1996-1-1, 5.8.4(3)]
- NA.2.12 Reinforcing steel [BS EN 1996-1-1, 6.3.3(2)]
- NA.2.13 Reinforcing steel [BS EN 1996-1-1, 6.3.3(3)]
- NA.2.14 Effective thickness of masonry walls [BS EN 1996-1-1, 7.5.1.4(4)]
- NA.2.15 In-plane shear resistance [BS EN 1996-1-1, 8.3.1(2)]
- NA.2.16 In-plane shear resistance [BS EN 1996-1-1, 8.10.3.1(2)]
- NA.2.17 Minimum thickness of wall [BS EN 1996-1-1, 10.1.2(2)]
- NA.2.18 Cavity and veneer walls [BS EN 1996-1-1, 10.5.2.2(2)]
- NA.2.19 Double-leaf and collar jointed walls [BS EN 1996-1-1, 10.5.2.3(2)]
- NA.2.20 Vertical chases and recesses [BS EN 1996-1-1, 10.6.2(1)]
- NA.3 Decisions on the status of the informative annexes
- NA.4 References to non-contradictory complementary information [Go to Page]
