BS 5268-6.1:1996:2007 Edition
$145.91
Structural use of timber – Code of practice for timber frame walls – Dwellings not exceeding seven storeys
Published By | Publication Date | Number of Pages |
BSI | 2007 | 40 |
This standard has been updated to take account of experience with this type of construction and the issue of relevant European standards. The scope has been extended from 3 storeys to 4 storeys.
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | BRITISH STANDARD |
2 | Committees responsible for this British Standard |
3 | Contents |
7 | General 1.1 Scope 1.2 References 1.3 Definitions cripple stud racking resistance spandrel panel stud timber frame wall wall lining |
8 | wall panel wall sheathing |
9 | Materials |
11 | Loading |
13 | Modification factor K100 |
14 | Design of timber frame walls |
16 | Basic racking resistances for a range of materials and combinations of materials |
21 | Some values of modification factor K105 |
22 | Some values of modification factor K106 |
23 | Some values of modification factor K107 |
24 | Contribution of masonry cladding |
25 | Movement alowance for frame shortening |
26 | Load testing |
28 | Modification factor K109 for test racking stiffness load and test racking strength load |
29 | Factors of safety for test racking strength load Vertical load modification factor K111 for point loads at nominal 600 mm centres on a test panel used for determining values of basic test racking resistance |
31 | Workmanship |
33 | deleted deleted |
34 | (normative) User categories for the selection and application of timber framed wall ties (normative) User categories for the selection and application of timber framed wall ties Classification of timber framed wall ties by end use |
35 | Functional sections of timber frame-masonry wall ties in an external wall construction |
36 | Functional sections (see Figure B.1) |
37 | Minimum declared tensile load capacity and compression load capacity for timber frame tie type |