{"id":219201,"date":"2024-10-19T14:13:20","date_gmt":"2024-10-19T14:13:20","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-66972019\/"},"modified":"2024-10-25T07:32:09","modified_gmt":"2024-10-25T07:32:09","slug":"bsi-pd-66972019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-66972019\/","title":{"rendered":"BSI PD 6697:2019"},"content":{"rendered":"

This Published Document contains non-contradictory complementary information and additional guidance for use in the UK with BS EN 1996-1-1 and BS EN 1996-2.<\/p>\n

BS EN 1996-1-2 and BS EN 1996-3 are not specifically dealt with, but this Published Document may be relevant.<\/p>\n

Most of the material in this Published Document is taken from those parts of BS 5628-1, BS 5628-2, BS 5628-3 and BS EN 845 (all parts) that were not contradictory to the new BS EN 1996 series, but had to be withdrawn when those British Standards were withdrawn.<\/p>\n

This Published Document does not cover the detailing of components for seismic design.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
5<\/td>\nForeword <\/td>\n<\/tr>\n
7<\/td>\n0 Introduction
1 Scope
2 Normative references <\/td>\n<\/tr>\n
10<\/td>\n3 Terms and definitions <\/td>\n<\/tr>\n
13<\/td>\n4 Symbols <\/td>\n<\/tr>\n
15<\/td>\n5 Materials and components <\/td>\n<\/tr>\n
17<\/td>\nTable 1 \u2014 Physical properties and performance of materials for DPCs <\/td>\n<\/tr>\n
21<\/td>\nTable 2 \u2014 Selection of ancillary components in relation to material\/coating specification and situation <\/td>\n<\/tr>\n
24<\/td>\nTable 3 \u2014 Sill materials
Table 4 \u2014 Lintels <\/td>\n<\/tr>\n
25<\/td>\nTable 5 \u2014 Copings
Table 6 \u2014 Flashings and weatherings <\/td>\n<\/tr>\n
26<\/td>\nTable 7 \u2014 Insulation products
6 Design <\/td>\n<\/tr>\n
28<\/td>\nFigure 1 \u2014 Timber floor bearing directly on to a wall <\/td>\n<\/tr>\n
29<\/td>\nFigure 2 \u2014 Timber floor using typical joist hanger
Figure 3 \u2014 Timber floor using nailed or bolted joist hangers acting as tie
Figure 4 \u2014 In\u2011situ concrete floor bearing directly on to wall <\/td>\n<\/tr>\n
30<\/td>\nFigure 5 \u2014 In\u2011situ concrete floor abutting external cavity wall
Figure 6 \u2014 Beam and block floor abutting external cavity wall <\/td>\n<\/tr>\n
31<\/td>\nFigure 7 \u2014 Timber floor abutting external cavity wall
Figure 8 \u2014 Timber floor using double joist hanger acting as tie <\/td>\n<\/tr>\n
32<\/td>\nFigure 9 \u2014 Timber floor using typical joist hanger
Figure 10 \u2014 Timber floors abutting internal wall <\/td>\n<\/tr>\n
33<\/td>\nFigure 11 \u2014 In\u2011situ floors abutting internal wall
Figure 12 \u2014 Beam and block floor abutting internal wall <\/td>\n<\/tr>\n
34<\/td>\nFigure 13 \u2014 Precast units abutting internal wall <\/td>\n<\/tr>\n
36<\/td>\nTable 8 \u2014 Elastic modulus for concrete infill, Ecm <\/td>\n<\/tr>\n
37<\/td>\nFigure 14 \u2014 Typical short\u2011term design stress\u2011strain curves for normal and low stress tendons <\/td>\n<\/tr>\n
38<\/td>\nFigure 15 \u2014 Spacing of wall ties <\/td>\n<\/tr>\n
39<\/td>\nTable 9 \u2014 Selection of wall ties: Types, categories and lengths <\/td>\n<\/tr>\n
40<\/td>\nTable 10 \u2014 Classification of wall ties by end use <\/td>\n<\/tr>\n
41<\/td>\nFigure 16 \u2014 Definitions for functional sections of masonry\u2013masonry wall ties in an external cavity wall <\/td>\n<\/tr>\n
42<\/td>\nTable 11 \u2014 Functional sections
Table 12 \u2014 Minimum declared tensile load capacity and compression load capacity for tie type for design embedment length <\/td>\n<\/tr>\n
43<\/td>\nFigure 17 \u2014 Extent of corbelling <\/td>\n<\/tr>\n
46<\/td>\nFigure 18 \u2014 Short returns in clay masonry <\/td>\n<\/tr>\n
49<\/td>\nFigure 19 \u2014 Recommended allowances for differential movement between the timber frame structure and brick cladding <\/td>\n<\/tr>\n
50<\/td>\nTable 13 \u2014 Categories of exposure to local wind\u2011driven rain <\/td>\n<\/tr>\n
52<\/td>\nTable 14 \u2014 Single-leaf masonry \u2014 Recommended thickness of masonry for different types of construction and categories of exposure <\/td>\n<\/tr>\n
57<\/td>\nFigure 20 \u2014 Cavity parapet walls <\/td>\n<\/tr>\n
58<\/td>\nFigure 21 Detail of typical chimney stack <\/td>\n<\/tr>\n
59<\/td>\nFigure 22 \u2014 Freestanding and earth retaining wall <\/td>\n<\/tr>\n
60<\/td>\nFigure 22 \u2014 Freestanding and earth retaining wall (continued) <\/td>\n<\/tr>\n
65<\/td>\nTable 15 \u2014 Durability of masonry in finished construction <\/td>\n<\/tr>\n
75<\/td>\nFigure 23 \u2014 Typical cross sections of copings <\/td>\n<\/tr>\n
78<\/td>\nTable 16 \u2014 Values of the moment of resistance factor, Q, for various values of fd and lever arm factor, c <\/td>\n<\/tr>\n
79<\/td>\nFigure 24 \u2014 Moment of resistance factor, Q <\/td>\n<\/tr>\n
82<\/td>\nTable 17 \u2014 Values of the coefficient j <\/td>\n<\/tr>\n
89<\/td>\nTable 18 \u2014 Loadbearing elements <\/td>\n<\/tr>\n
90<\/td>\nTable 19 \u2014 Detailed accidental damage recommendations <\/td>\n<\/tr>\n
92<\/td>\nTable 20 \u2014 Recommendations for full peripheral, internal and column or wall ties <\/td>\n<\/tr>\n
93<\/td>\nTable 21 \u2014 Recommendations for full vertical ties <\/td>\n<\/tr>\n
97<\/td>\nFigure 25 \u2014 Limiting dimensions of walls for stability <\/td>\n<\/tr>\n
99<\/td>\n7 Lintels: method of assessment of load <\/td>\n<\/tr>\n
101<\/td>\nFigure 26 \u2014 Load triangle and interaction zone <\/td>\n<\/tr>\n
102<\/td>\nFigure 27 \u2014 Dispersion of loads <\/td>\n<\/tr>\n
103<\/td>\nFigure 28 \u2014 Effect of openings above the lintel <\/td>\n<\/tr>\n
104<\/td>\nFigure 29 \u2014 Example showing the loads on lintel with floor, partition and opening above the lintel <\/td>\n<\/tr>\n
105<\/td>\nFigure 30 \u2014 Example showing the loads on lintels supporting walls <\/td>\n<\/tr>\n
106<\/td>\nTable 22 \u2014 Conversion factors for determining equivalent UDLs from assessed UDLs A) <\/td>\n<\/tr>\n
107<\/td>\nTable 23 \u2014 Conversion factors for determining equivalent UDLs from point loads close to the lintelA)
8 Work on site <\/td>\n<\/tr>\n
109<\/td>\nTable 24 \u2014 Permissible deviations in masonry (other than stone masonry)
Table 25 \u2014 Permissible deviations in stone masonry <\/td>\n<\/tr>\n
111<\/td>\nFigure 31 \u2014 Wall tie for high\u2011lift grouted\u2011cavity wall <\/td>\n<\/tr>\n
113<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Recommendations for the design of masonry structures to BS EN 1996-1-1 and BS EN 1996-2<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2019<\/td>\n114<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":219202,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1248,2641],"product_tag":[],"class_list":{"0":"post-219201","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-91-080-30","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/219201","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/219202"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=219201"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=219201"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=219201"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}