BS 5628-1 Code of practice for use of masonry
Part 1: Structural use of unreinforced masonry
Contents of BS 5628-1 Code of practice for use of masonry
Section 1. General
1 Scope 1
2 References 1
3 Definitions 1
4 Symbols 3
5 Alternative materials and methods of design and construction 4
Section 2. Materials, components and workmanship
6 General 5
7 Structural units 5
8 Laying of structural units 5
9 Rate of laying 5
10 Forming of chases and holes 5
11 Pallet slips 6
12 Damp proof courses 6
13 Wall ties 6
14 Cements 6
15 Mortars 6
16 Colouring agents 6
17 Plasticizers 6
18 Frost inhibitors 6
Section 3. Design: objectives and general recommendations
19 Basis of design 9
20 Stability 9
21 Loads 10
22 Design loads: partial safety factor f 10
23 Characteristic compressive strength of masonry, ƒk 11
24 Characteristic flexural strength of masonry, ƒkx 16
25 Characteristic shear strength of masonry, ƒv 17
26 Coefficient of friction 17
27 Partial safety factors for material strength, m 17
Section 4. Design: detailed considerations
28 Consideration of slenderness of walls and columns 21
29 Special types of wall 24
30 Eccentricity in the plane of the wall 27
31 Eccentricity at right angles to the wall 27
32 Walls and columns subjected to vertical loading 28
33 Walls subjected to shear forces 30
34 Concentrated loads: stresses under and close to a bearing 30
35 Composite action between walls and their supporting beams 33
36 Walls subjected to lateral load 35
Section 5. Design: accidental damage
37 Design: accidental damage 49
Appendix A Testing 54
Appendix B Derivation of ß 59
Appendix C Connections to floors and roofs by means of metal
anchors and joist hangers capable of resisting lateral movement 60
Appendix D Laterally loaded panels of irregular shape, or those containing openings
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