{"id":450714,"date":"2024-10-20T09:13:36","date_gmt":"2024-10-20T09:13:36","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-65472023\/"},"modified":"2024-10-26T17:11:15","modified_gmt":"2024-10-26T17:11:15","slug":"bsi-pd-65472023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-65472023\/","title":{"rendered":"BSI PD 6547:2023"},"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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
5<\/td>\nForeword <\/td>\n<\/tr>\n
7<\/td>\n1 Scope
2 Normative references
3 Terms, definitions, symbols and abbreviated terms
3.1 Terms and definitions <\/td>\n<\/tr>\n
9<\/td>\n3.2 Symbols <\/td>\n<\/tr>\n
13<\/td>\n3.3 Abbreviated terms
4 Specification of lighting columns
5 Background information on the design wind loadings in BS EN 40\u20113\u20111
6 Wind pressures
6.1 General <\/td>\n<\/tr>\n
14<\/td>\n6.2 Reference wind pressure q(10)
6.3 Exposure coefficient ce(z) <\/td>\n<\/tr>\n
15<\/td>\nTable 1 \u2014 Terrain categories by lighting column height and location
7 Rationalized wind loading factors (Rwf) <\/td>\n<\/tr>\n
16<\/td>\n8 Design loads and horizontal deflection
8.1 General
8.2 Partial safety factors on loads, \u03b3f
8.3 Deflection classes <\/td>\n<\/tr>\n
17<\/td>\n9 Lighting column foundations
9.1 Planting depth
9.2 Planted root foundations <\/td>\n<\/tr>\n
18<\/td>\nTable 2 \u2014 Ground factor, G and soil impact factor, Ksi <\/td>\n<\/tr>\n
19<\/td>\n9.3 Retention socket foundations for rooted lighting columns <\/td>\n<\/tr>\n
20<\/td>\n9.4 Concrete pad foundations <\/td>\n<\/tr>\n
22<\/td>\nFigure 1 \u2014 Definitions of the parameters in the Andr\u00e9e and Norsa equation <\/td>\n<\/tr>\n
24<\/td>\n9.5 Screw pile foundations <\/td>\n<\/tr>\n
25<\/td>\n9.6 Lighting columns mounted on other structures
9.7 Lighting columns mounted on slopes
10 Design of flange plates
10.1 General
10.2 Holding down system <\/td>\n<\/tr>\n
26<\/td>\n10.3 Typical arrangement of flange plates <\/td>\n<\/tr>\n
27<\/td>\nFigure 2 \u2014 Typical arrangement of flange plate <\/td>\n<\/tr>\n
28<\/td>\nFigure 3 \u2014 Slotted hole arrangement
10.4 Minimum edge distances
10.5 Structures not subject to vehicle impact
10.6 Structures subject to vehicle impact <\/td>\n<\/tr>\n
29<\/td>\n10.7 Simplified design procedure <\/td>\n<\/tr>\n
33<\/td>\n10.8 Detailed design procedure <\/td>\n<\/tr>\n
34<\/td>\n10.9 Design for bending in flange plates <\/td>\n<\/tr>\n
36<\/td>\n10.10 Stresses in holding down bolts
11 Pull-out test loads <\/td>\n<\/tr>\n
37<\/td>\n12 Road signs and other attachments to lighting columns
12.1 Road signs
Table 3 \u2014 Road sign class
12.2 Force coefficients for signs <\/td>\n<\/tr>\n
38<\/td>\nFigure 4 \u2014 Sign force coefficient, cf\u03b3 , against sign face aspect ratio
12.3 Other attachments <\/td>\n<\/tr>\n
39<\/td>\n12.4 Modifications to lighting columns after design and installation
12.5 Retrofitting electric vehicle charge point
13 Assessment of fatigue
13.1 General <\/td>\n<\/tr>\n
40<\/td>\n13.2 Wind induced vibration
13.3 Vortex induced vibration <\/td>\n<\/tr>\n
41<\/td>\nFigure 5 \u2014 Deformed shape of lighting column for resonant vibration in bending modes, 1, 2 and 3
13.4 Galloping vibration <\/td>\n<\/tr>\n
42<\/td>\nAnnex A (informative)\u2002 Information to be provided in specifications for lighting columns
Table A.1 \u2014 Checklist of information to be provided in specifications for lighting columns <\/td>\n<\/tr>\n
43<\/td>\nAnnex B (informative)\u2002 Rationalized wind factor, Rwf and maximum altitude
Table B.1 \u2014 Rationalized wind loading factor, Rwf, and maximum altitude <\/td>\n<\/tr>\n
47<\/td>\nAnnex C (informative)\u2002 Derivation of rationalized wind loading factor and maximum altitude
Table C.1 \u2014 Rationalized wind loading <\/td>\n<\/tr>\n
48<\/td>\nAnnex D (informative)\u2002 Typical foundation arrangements <\/td>\n<\/tr>\n
49<\/td>\nFigure D.1 \u2014 Planted lighting column <\/td>\n<\/tr>\n
50<\/td>\nFigure D.2 \u2014 Planted lighting column with sleeve <\/td>\n<\/tr>\n
51<\/td>\nFigure D.3 \u2014 Right-angle bend retention socket <\/td>\n<\/tr>\n
52<\/td>\nFigure D.4 \u2014 Tee bend retention socket <\/td>\n<\/tr>\n
53<\/td>\nFigure D.5 \u2014 Flanged lighting column with cast-in sockets <\/td>\n<\/tr>\n
55<\/td>\nFigure D.6 \u2014 Flanged lighting column with chemically anchored sockets <\/td>\n<\/tr>\n
56<\/td>\nAnnex E (informative)\u2002 Fatigue <\/td>\n<\/tr>\n
58<\/td>\nFigure E.1 \u2014 Door opening geometry <\/td>\n<\/tr>\n
59<\/td>\nFigure E.2 \u2014 Typical shoulder joint <\/td>\n<\/tr>\n
60<\/td>\nTable E.1 \u2014 Limit states and partial factors, \u03b3f <\/td>\n<\/tr>\n
61<\/td>\nTable E.2 \u2014 Values of K for various weld detail types <\/td>\n<\/tr>\n
63<\/td>\nTable E.3 \u2014 Lane allocation factors <\/td>\n<\/tr>\n
64<\/td>\nAnnex F (informative)\u2002 Fatigue stress curves and guidance for weld classification <\/td>\n<\/tr>\n
65<\/td>\nTable F.1 \u2014 Tabulated results of frequency of structural vibration for the given stress ranges, \u03c3r <\/td>\n<\/tr>\n
66<\/td>\nFigure F.1 \u2014 Fatigue of column stress range limit for class of weld detail based on a 25 year design life requirement (m = 4) <\/td>\n<\/tr>\n
67<\/td>\nFigure F.2 \u2014 Fatigue of column stress range limit for class of weld detail based on a 25 year design life requirement (m = 3) <\/td>\n<\/tr>\n
68<\/td>\nTable F.2 \u2014 Weld detail type 1 <\/td>\n<\/tr>\n
69<\/td>\nTable F.3 \u2014 Weld detail type 2\/1 <\/td>\n<\/tr>\n
70<\/td>\nTable F.4 \u2014 Weld detail type 2\/2 <\/td>\n<\/tr>\n
71<\/td>\nTable F.5 \u2014 Weld detail type 3 <\/td>\n<\/tr>\n
72<\/td>\nTable F.6 \u2014 Weld detail type 4 <\/td>\n<\/tr>\n
73<\/td>\nTable F.7 \u2014 Weld detail type 5 <\/td>\n<\/tr>\n
74<\/td>\nTable F.8 \u2014 Weld detail type 6 <\/td>\n<\/tr>\n
75<\/td>\nTable F.9 \u2014 Weld detail type 7 to type 10 <\/td>\n<\/tr>\n
76<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Guidance on the use of BS EN 40-3-1 and BS EN 40-3-3<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2023<\/td>\n78<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":450719,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1303,2641],"product_tag":[],"class_list":{"0":"post-450714","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-93-080-40","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\/450714","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\/450719"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=450714"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=450714"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=450714"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}