{"id":219348,"date":"2024-10-19T14:13:54","date_gmt":"2024-10-19T14:13:54","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-66972019-tc\/"},"modified":"2024-10-25T07:33:47","modified_gmt":"2024-10-25T07:33:47","slug":"bsi-pd-66972019-tc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-66972019-tc\/","title":{"rendered":"BSI PD 6697:2019 – TC"},"content":{"rendered":"

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\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\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
1<\/td>\ncompares PD 6697:2019 <\/td>\n<\/tr>\n
2<\/td>\nTRACKED CHANGES
Test example 1 <\/td>\n<\/tr>\n
3<\/td>\nPD 6697:2019 to PD 6697:2010 <\/td>\n<\/tr>\n
8<\/td>\nBibliography 119
Summary of pages <\/td>\n<\/tr>\n
9<\/td>\nPublishing information
Supersession
Information about this document
Use of this document
Presentational conventions
Contractual and legal considerations
Compliance with a Published DocumentBritish Standard cannot confer immunity from legal obligations. <\/td>\n<\/tr>\n
11<\/td>\n0 Introduction
1 Scope
2 Normative references <\/td>\n<\/tr>\n
14<\/td>\n3 Terms and definitions
3.1 actual dimension
3.2 consequence classes
3.2.1 consequence (building) class 1
3.2.2 consequence (building) class 2A
3.2.3 consequence (building) class 2B
3.2.4 consequence class 3 <\/td>\n<\/tr>\n
15<\/td>\n3.3 capping
3.4 cavity tray
3.5 closer
3.6 collar jointed wall
3.63.7 coping
3.73.8 course
3.83.9 diaphragm wall
3.93.10 effective depth
3.103.11 efflorescence
3.113.12 fair faced
3.123.13 fin wall
3.133.14 free\u2011standing wall
3.143.15 header
3.153.16 insulation slab <\/td>\n<\/tr>\n
16<\/td>\n3.163.17 jamb
3.173.18 key element
3.183.19 pocket\u2011type
3.193.20 Quetta bond
3.203.21 reinforced hollow masonry units
3.213.22 retaining wall
3.223.23 rubble
3.233.24 shear span
3.243.25 shear tie
3.253.26 sleeper wall
3.263.27 slip tie (general purpose)
3.273.28 special shaped brick
3.283.29 stretcher
3.293.30 string course
3.303.31 weathered\/weathering <\/td>\n<\/tr>\n
17<\/td>\n3.313.32 weephole
4 Symbols <\/td>\n<\/tr>\n
19<\/td>\n5 Materials and components
5.1 General
5.2 Damp\u2011proof courses <\/td>\n<\/tr>\n
24<\/td>\n5.3 Wall ties and ancillary components
5.3.1 Wall ties
5.3.2 Ancillary components
5.3.3 Wall ties for grouted cavity construction
5.4 Special shaped brick masonry units
5.5 Sealants
5.6 Airbricks, gratings and flues
5.7 Sills <\/td>\n<\/tr>\n
28<\/td>\nTable 3 \u2014 Sill materials
Table 4 \u2014 Lintels <\/td>\n<\/tr>\n
29<\/td>\nTable 5 \u2014 Copings
Table 6 \u2014 Flashings and weatherings <\/td>\n<\/tr>\n
30<\/td>\nTable 7 \u2014 Insulation products
5.12 Wind posts
6 Design
6.1 Objectives and general recommendations
6.1.1 General
6.1.2 Stability \u2013 General considerations <\/td>\n<\/tr>\n
34<\/td>\nFigure 2 \u2014 Timber floor using typical joist hanger
Figure 3 \u2014 Timber floor using nailed or bolted joist hangers acting as tie <\/td>\n<\/tr>\n
35<\/td>\nFigure 4 \u2014 In\u2011situ concrete floor bearing directly on to wall
Figure 5 \u2014 In\u2011situ concrete floor abutting external cavity wall <\/td>\n<\/tr>\n
36<\/td>\nFigure 6 \u2014 Beam and block floor abutting external cavity wall
Figure 7 \u2014 Timber floor abutting external cavity wall <\/td>\n<\/tr>\n
37<\/td>\nFigure 8 \u2014 Timber floor using double joist hanger acting as tie
Figure 9 \u2014 Timber floor using typical joist hanger
Figure 10 \u2014 Timber floors abutting internal wall <\/td>\n<\/tr>\n
38<\/td>\nFigure 11 \u2014 In\u2011situ floors abutting internal wall
Figure 12 \u2014 Beam and block floor abutting internal wall <\/td>\n<\/tr>\n
39<\/td>\nFigure 13 \u2014 Precast units abutting internal wall
6.1.4 Random rubble masonry
6.1.5 Coefficient of friction
6.1.6 Basis of design, reinforced and prestressed masonry
6.1.7 Serviceability limit states
6.1.7.1 Deflection <\/td>\n<\/tr>\n
40<\/td>\n6.1.8 Accidental forces
6.1.9 Structural properties
6.1.9.1 General
6.1.9.2 Shear in bending (reinforced masonry walls) <\/td>\n<\/tr>\n
41<\/td>\n6.1.9.3 Racking shear in reinforced masonry shear walls
6.1.9.4 Shear in prestressed sections
6.1.10 Characteristic breaking load of prestressing steel
6.1.11 Elastic moduli
Table 8 \u2014 Elastic modulus for concrete infill, Ecm <\/td>\n<\/tr>\n
42<\/td>\nFigure 14 \u2014 Typical short\u2011term design stress\u2011strain curves for normal and low stress tendons
6.2.2 Cavity walls \u2013 Wall ties
6.2.2.1 Selection and strength of wall ties
6.2.2.2 Density and positioning of wall ties <\/td>\n<\/tr>\n
43<\/td>\nFigure 15 \u2014 Spacing of wall ties <\/td>\n<\/tr>\n
44<\/td>\n6.2.2.3 Embedment of wall ties
Table 9 \u2014 Selection of wall ties: Types, categories and lengths <\/td>\n<\/tr>\n
45<\/td>\nTable 10 \u2014 Classification of wall ties by end use <\/td>\n<\/tr>\n
46<\/td>\nFigure 16 \u2014 Definitions for functional sections of masonry\u2013masonry wall ties in an external cavity wall <\/td>\n<\/tr>\n
47<\/td>\n6.2.2.5 Performance of wall ties
Table 12 \u2014 Minimum declared tensile load capacity and compression load capacity for tie type for design embedment length <\/td>\n<\/tr>\n
48<\/td>\n6.2.3 Composite action between walls and their supporting beams
6.2.4 Corbelling
Figure 17 \u2014 Extent of corbelling <\/td>\n<\/tr>\n
50<\/td>\n6.2.66.2.7 Movement in masonry
6.2.6.16.2.7.1 General <\/td>\n<\/tr>\n
51<\/td>\nFigure 1718 \u2014 Short returns in clay masonry <\/td>\n<\/tr>\n
52<\/td>\n6.2.6.3.46.2.7.3.4 Movement joints in concrete masonry
6.2.6.3.56.2.7.3.5 Movement joints in natural stone masonry
6.2.6.46.2.7.4 Placing of movement joints
6.2.6.56.2.7.5 Filler for movement joints <\/td>\n<\/tr>\n
53<\/td>\n6.2.6.66.2.7.6 Sealing movement joints
6.2.6.76.2.7.7 Reinforcement to minimize the risk of cracking
6.2.6.86.2.7.8 Masonry cladding to framed structures <\/td>\n<\/tr>\n
54<\/td>\nFigure 1819 \u2014 Recommended allowances for differential movement between the timber frame structure and brick cladding <\/td>\n<\/tr>\n
55<\/td>\n6.2.7.46.2.8.4 Selection of external wall construction to resist rain penetration <\/td>\n<\/tr>\n
56<\/td>\n6.2.7.4.26.2.8.4.2 Detailed considerations
6.2.7.4.2.26.2.8.4.2.2 Mortar composition
6.2.7.4.2.36.2.8.4.2.3 Thickness of leaf <\/td>\n<\/tr>\n
57<\/td>\n6.2.7.4.2.46.2.8.4.2.4 Cavity walls <\/td>\n<\/tr>\n
58<\/td>\n6.2.7.4.2.56.2.8.4.2.5 Width of air space within any cavity
6.2.7.4.2.66.2.8.4.2.6 Mortar joint, profile and finish
6.2.7.4.2.76.2.8.4.2.7 Cavity insulation
6.2.7.4.2.86.2.8.4.2.8 Architectural features and local practice <\/td>\n<\/tr>\n
59<\/td>\n6.2.7.4.2.96.2.8.4.2.9 Applied external finishes
6.2.7.4.2.106.2.8.4.2.10 Effective workmanship to be achieved on site
6.2.7.56.2.8.5 DPCs and cavity trays <\/td>\n<\/tr>\n
60<\/td>\n6.2.7.5.26.2.8.5.2 Performance
6.2.7.66.2.8.6 Resisting rising damp
6.2.7.6.26.2.8.6.2 Below ground level <\/td>\n<\/tr>\n
61<\/td>\n6.2.7.6.36.2.8.6.3 Cavity trays to exclude soil gas
6.2.7.76.2.8.7 Controlling downward movement of water
6.2.7.7.26.2.8.7.2 Over openings
6.2.7.7.36.2.8.7.3 Weepholes
6.2.7.7.46.2.8.7.4 At jambs of openings
6.2.7.7.56.2.8.7.5 Under sills
6.2.7.7.66.2.8.7.6 Cavity trays over cavity insulation
6.2.7.7.76.2.8.7.7 External wall becoming an internal wall
6.2.7.7.86.2.8.7.8 In parapets <\/td>\n<\/tr>\n
62<\/td>\n6.2.7.7.96.2.8.7.9 Chimneys
6.2.7.7.106.2.8.7.10 Flashings and weatherings <\/td>\n<\/tr>\n
63<\/td>\n6.2.7.7.116.2.8.7.11 Cappings and copings
Figure 2021 Detail of typical chimney stack <\/td>\n<\/tr>\n
66<\/td>\n6.2.86.2.9 Durability
6.2.8.16.2.9.1 General <\/td>\n<\/tr>\n
67<\/td>\n6.2.8.26.2.9.2 Exposure to the weather
6.2.8.36.2.9.3 Frost action <\/td>\n<\/tr>\n
68<\/td>\n6.2.8.3.26.2.9.3.2 Clay masonry units
6.2.8.3.36.2.9.3.3 Calcium silicate masonry units
6.2.8.3.46.2.9.3.4 Concrete masonry units
6.2.8.46.2.9.4 Sulfate attack
6.2.8.56.2.9.5 Architectural features <\/td>\n<\/tr>\n
69<\/td>\n6.2.8.5.26.2.9.5.2 Cappings
6.2.8.5.36.2.9.5.3 Chimney stacks
6.2.8.66.2.9.6 Selection of masonry units and mortar for durability
6.2.8.6.26.2.9.6.2 Recommendations for the use of natural stone <\/td>\n<\/tr>\n
89<\/td>\nFigure 23 \u2014 Typical cross sections of copings
6.2.96.2.10 Mortars
6.2.9.16.2.10.1 Types of mortar
6.2.9.1.26.2.10.1.2 Cement:lime:sand mortar <\/td>\n<\/tr>\n
90<\/td>\n6.2.9.1.36.2.10.1.3 Air\u2011entrained cement:lime:sand mortar
6.2.9.1.46.2.10.1.4 Air\u2011entrained cement:sand mortar
6.2.9.1.56.2.10.1.5 Masonry cement:sand mortar
6.2.9.1.66.2.10.1.6 Sulfate-resisting mortar
6.2.9.26.2.10.2 Mortar admixtures
6.2.9.36.2.10.3 Selection of mortar <\/td>\n<\/tr>\n
91<\/td>\n6.2.9.46.2.10.4 Factory made masonry mortar
6.3 Design of reinforced masonry
6.3.1 General
6.3.2 Resistance moments of elements
6.3.3 Design formulae for singly reinforced rectangular members using Group 1 and 2 masonry units
6.3.3.1 General
6.3.3.2 Design for walls with the reinforcement concentrated locally <\/td>\n<\/tr>\n
92<\/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
94<\/td>\n6.3.4 Shear stress in retaining walls
6.3.5 Concentrated loads near supports <\/td>\n<\/tr>\n
95<\/td>\n6.3.6 Reinforced masonry subjected to a combination of vertical loading and bending
6.3.6.1 Design <\/td>\n<\/tr>\n
96<\/td>\n6.3.6.1.1.2 Short columns: biaxial bending <\/td>\n<\/tr>\n
97<\/td>\nTable 17 \u2014 Values of the coefficient j
6.3.6.1.1.3 Short walls subjected to a combination of vertical loading and bending
6.3.7 Detailing reinforced masonry
6.3.7.1 Secondary reinforcement in walls and slabs
6.4 Design of prestressed masonry
6.4.1 General <\/td>\n<\/tr>\n
98<\/td>\n6.4.2 Design for the ultimate limit state
6.4.2.1 Bending <\/td>\n<\/tr>\n
99<\/td>\n6.4.2.2 Loading parallel to principal axis
6.4.2.3 Shear strength of masonry <\/td>\n<\/tr>\n
100<\/td>\n6.4.2.4 Shear ties
6.4.3 Design for the serviceability limit state <\/td>\n<\/tr>\n
101<\/td>\n6.4.4 Design criteria for prestressing tendons
6.4.4.1 Maximum initial prestress
6.4.4.2 Loss of prestress
6.4.4.2.2 Relaxation of tendons
6.4.4.2.3 Elastic deformation of masonry <\/td>\n<\/tr>\n
102<\/td>\n6.4.4.2.4 Moisture movement of masonry
6.4.4.2.5 Creep of masonry
6.4.4.2.6 Anchorage draw\u2011in
6.4.4.2.7 Friction
6.4.4.2.8 Thermal effects
6.4.4.3 Transmission length in pre\u2011tensioned members <\/td>\n<\/tr>\n
103<\/td>\n6.4.5 Detailing prestressed masonry
6.4.5.1 Tendons
6.4.5.2 Anchorage in reinforced concrete
6.4.5.3 Detailing prestressed masonry
6.4.5.4 Links
6.5 Design: accidental damage
6.5.1 General guidance <\/td>\n<\/tr>\n
104<\/td>\nTable 18 \u2014 Loadbearing elements
Table 19 \u2014 Detailed accidental damage recommendations <\/td>\n<\/tr>\n
105<\/td>\n6.5.3 Partial factors
6.5.4 Horizontal ties
6.5.5 Vertical ties <\/td>\n<\/tr>\n
106<\/td>\n6.5.6 Loadbearing elements <\/td>\n<\/tr>\n
107<\/td>\nTable 20 \u2014 Recommendations for full peripheral, internal and column or wall ties <\/td>\n<\/tr>\n
108<\/td>\nTable 20 (continued)
Table 21 \u2014 Recommendations for full vertical ties
6.6 Design of laterally loaded walls with bed joint reinforcement
6.6.1 General <\/td>\n<\/tr>\n
109<\/td>\n6.6.2 Design recommendations
6.6.2.1 General
6.6.2.2 Support conditions and continuity
6.6.2.3 Limiting dimensions for bed joint reinforced masonry panels
6.6.2.4 Minimum amount of reinforcement
6.6.2.5 Compressive strength of masonry <\/td>\n<\/tr>\n
110<\/td>\n6.6.3 Method 1: design as horizontal spanning wall
6.6.4 Method 2: design with reinforced section carrying extra load only
6.6.5 Method 3: design using modified orthogonal ratio <\/td>\n<\/tr>\n
111<\/td>\n6.6.6 Method 4: design based on cracking load
6.6.7 Cavity walls
6.7 Internal walls or partitions not designed for imposed loading <\/td>\n<\/tr>\n
112<\/td>\nFigure 25 \u2014 Limiting dimensions of walls for stability
6.7.2.16.8.2.1 Concrete infill <\/td>\n<\/tr>\n
113<\/td>\n6.7.2.26.8.2.2 Prestressing tendons
6.7.36.8.3 Fire resistance
6.7.46.8.4 Accommodation of movement
6.7.56.8.5 Spacing of wall ties
6.7.66.8.6 Drainage and waterproofing <\/td>\n<\/tr>\n
114<\/td>\n7 Lintels: method of assessment of load
7.1 General
7.2 Basic principles
7.2.1 General
7.2.2 Assumptions
7.3 Limiting conditions <\/td>\n<\/tr>\n
115<\/td>\n7.4 Loads
7.5 Assessment of load for lintel supporting wall without openings within the interaction zone
7.6 Assessment of load for lintel supporting wall with one or more openings within the interaction zone <\/td>\n<\/tr>\n
116<\/td>\nFigure 2226 \u2014 Load triangle and interaction zone <\/td>\n<\/tr>\n
118<\/td>\nFigure 2428 \u2014 Effect of openings above the lintel <\/td>\n<\/tr>\n
120<\/td>\nFigure 2529 \u2014 Example showing the loads on lintel with floor, partition and opening above the lintel <\/td>\n<\/tr>\n
121<\/td>\nFigure 2630 \u2014 Example showing the loads on lintels supporting walls
7.7 Assessment of load for lintel directly supporting roof or point loads
7.8 Use of assessed loads for selection of lintels <\/td>\n<\/tr>\n
122<\/td>\nTable 22 \u2014 Conversion factors for determining equivalent UDLs from assessed UDLs A) <\/td>\n<\/tr>\n
123<\/td>\nTable 23 \u2014 Conversion factors for determining equivalent UDLs from point loads close to the lintelA)
8 Work on site
8.1 General information and recommendations relating to the execution of masonry
8.1.1 General
8.1.2 Materials, handling and preparation
8.1.3 Laying of units <\/td>\n<\/tr>\n
124<\/td>\n8.1.4 Accuracy <\/td>\n<\/tr>\n
125<\/td>\nTable 24 \u2014 Permissible deviations in masonry (other than stone masonry)
Table 25 \u2014 Permissible deviations in stone masonry
8.1.6 Wall ties <\/td>\n<\/tr>\n
126<\/td>\n8.2 Additional recommendations for reinforced and prestressed masonry
8.2.1 General
8.2.2 Grouted\u2011cavity construction
8.2.2.1 General
8.2.2.2 Low\u2011lift
8.2.2.3 High\u2011lift <\/td>\n<\/tr>\n
127<\/td>\nFigure 2731 \u2014 Wall tie for high\u2011lift grouted\u2011cavity wall
8.2.3 Reinforced hollow blockwork
8.2.3.1 General
8.2.3.2 Low\u2011lift
8.2.3.3 High\u2011lift <\/td>\n<\/tr>\n
128<\/td>\n8.2.4 Quetta bond and similar bond walls
8.2.5 Pocket\u2011type walls
8.2.6 Tensioning of prestressing tendons
8.2.7 Forming chases and holes, and provision of fixings <\/td>\n<\/tr>\n
129<\/td>\nStandards publications
Other publications <\/td>\n<\/tr>\n
134<\/td>\nForeword <\/td>\n<\/tr>\n
136<\/td>\n0 Introduction
1 Scope
2 Normative references <\/td>\n<\/tr>\n
139<\/td>\n3 Terms and definitions <\/td>\n<\/tr>\n
142<\/td>\n4 Symbols <\/td>\n<\/tr>\n
144<\/td>\n5 Materials and components <\/td>\n<\/tr>\n
146<\/td>\nTable 1 \u2014 Physical properties and performance of materials for DPCs <\/td>\n<\/tr>\n
150<\/td>\nTable 2 \u2014 Selection of ancillary components in relation to material\/coating specification and situation <\/td>\n<\/tr>\n
153<\/td>\nTable 3 \u2014 Sill materials
Table 4 \u2014 Lintels <\/td>\n<\/tr>\n
154<\/td>\nTable 5 \u2014 Copings
Table 6 \u2014 Flashings and weatherings <\/td>\n<\/tr>\n
155<\/td>\nTable 7 \u2014 Insulation products
6 Design <\/td>\n<\/tr>\n
157<\/td>\nFigure 1 \u2014 Timber floor bearing directly on to a wall <\/td>\n<\/tr>\n
158<\/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
159<\/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
160<\/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
161<\/td>\nFigure 9 \u2014 Timber floor using typical joist hanger
Figure 10 \u2014 Timber floors abutting internal wall <\/td>\n<\/tr>\n
162<\/td>\nFigure 11 \u2014 In\u2011situ floors abutting internal wall
Figure 12 \u2014 Beam and block floor abutting internal wall <\/td>\n<\/tr>\n
163<\/td>\nFigure 13 \u2014 Precast units abutting internal wall <\/td>\n<\/tr>\n
165<\/td>\nTable 8 \u2014 Elastic modulus for concrete infill, Ecm <\/td>\n<\/tr>\n
166<\/td>\nFigure 14 \u2014 Typical short\u2011term design stress\u2011strain curves for normal and low stress tendons <\/td>\n<\/tr>\n
167<\/td>\nFigure 15 \u2014 Spacing of wall ties <\/td>\n<\/tr>\n
168<\/td>\nTable 9 \u2014 Selection of wall ties: Types, categories and lengths <\/td>\n<\/tr>\n
169<\/td>\nTable 10 \u2014 Classification of wall ties by end use <\/td>\n<\/tr>\n
170<\/td>\nFigure 16 \u2014 Definitions for functional sections of masonry\u2013masonry wall ties in an external cavity wall <\/td>\n<\/tr>\n
171<\/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
172<\/td>\nFigure 17 \u2014 Extent of corbelling <\/td>\n<\/tr>\n
175<\/td>\nFigure 18 \u2014 Short returns in clay masonry <\/td>\n<\/tr>\n
178<\/td>\nFigure 19 \u2014 Recommended allowances for differential movement between the timber frame structure and brick cladding <\/td>\n<\/tr>\n
179<\/td>\nTable 13 \u2014 Categories of exposure to local wind\u2011driven rain <\/td>\n<\/tr>\n
181<\/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
186<\/td>\nFigure 20 \u2014 Cavity parapet walls <\/td>\n<\/tr>\n
187<\/td>\nFigure 21 Detail of typical chimney stack <\/td>\n<\/tr>\n
188<\/td>\nFigure 22 \u2014 Freestanding and earth retaining wall <\/td>\n<\/tr>\n
189<\/td>\nFigure 22 \u2014 Freestanding and earth retaining wall (continued) <\/td>\n<\/tr>\n
194<\/td>\nTable 15 \u2014 Durability of masonry in finished construction <\/td>\n<\/tr>\n
204<\/td>\nFigure 23 \u2014 Typical cross sections of copings <\/td>\n<\/tr>\n
207<\/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
208<\/td>\nFigure 24 \u2014 Moment of resistance factor, Q <\/td>\n<\/tr>\n
211<\/td>\nTable 17 \u2014 Values of the coefficient j <\/td>\n<\/tr>\n
218<\/td>\nTable 18 \u2014 Loadbearing elements <\/td>\n<\/tr>\n
219<\/td>\nTable 19 \u2014 Detailed accidental damage recommendations <\/td>\n<\/tr>\n
221<\/td>\nTable 20 \u2014 Recommendations for full peripheral, internal and column or wall ties <\/td>\n<\/tr>\n
222<\/td>\nTable 21 \u2014 Recommendations for full vertical ties <\/td>\n<\/tr>\n
226<\/td>\nFigure 25 \u2014 Limiting dimensions of walls for stability <\/td>\n<\/tr>\n
228<\/td>\n7 Lintels: method of assessment of load <\/td>\n<\/tr>\n
230<\/td>\nFigure 26 \u2014 Load triangle and interaction zone <\/td>\n<\/tr>\n
231<\/td>\nFigure 27 \u2014 Dispersion of loads <\/td>\n<\/tr>\n
232<\/td>\nFigure 28 \u2014 Effect of openings above the lintel <\/td>\n<\/tr>\n
233<\/td>\nFigure 29 \u2014 Example showing the loads on lintel with floor, partition and opening above the lintel <\/td>\n<\/tr>\n
234<\/td>\nFigure 30 \u2014 Example showing the loads on lintels supporting walls <\/td>\n<\/tr>\n
235<\/td>\nTable 22 \u2014 Conversion factors for determining equivalent UDLs from assessed UDLs A) <\/td>\n<\/tr>\n
236<\/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
238<\/td>\nTable 24 \u2014 Permissible deviations in masonry (other than stone masonry)
Table 25 \u2014 Permissible deviations in stone masonry <\/td>\n<\/tr>\n
240<\/td>\nFigure 31 \u2014 Wall tie for high\u2011lift grouted\u2011cavity wall <\/td>\n<\/tr>\n
242<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Tracked Changes. 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
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