{"id":218113,"date":"2024-10-19T14:08:57","date_gmt":"2024-10-19T14:08:57","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-6688-22011\/"},"modified":"2024-10-25T07:21:05","modified_gmt":"2024-10-25T07:21:05","slug":"bsi-pd-6688-22011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-6688-22011\/","title":{"rendered":"BSI PD 6688-2:2011"},"content":{"rendered":"
This Published Document gives non-contradictory, complementary information on traffic loads on bridges for use in the UK in conjunction with BS EN 1991-2 and its UK National Annex.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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10<\/td>\n | \tTable 1\tLoading classes <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Figure 1\u2003\ufffdComparison of pedestrian load intensity (excluding crowd loading) variation with loaded length for road (and rail) bridges supporting footways or cycle tracks and for footbridges <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Figure 2\u2003\ufffdReduction factor, \u03bb, to allow for the unsynchronized combination of pedestrian actions within groups and crowds <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | \tTable A.1\tTypical values of logarithmic decrement of decay of vibration (d) between successive peaks <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Figure A.1\u2003Synthetic time history for a random bridge\/pedestrian model <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | \tFigure A.2\tReduction of pedestrian speed and flow rates with density <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Figure A.3\u2003Configuration factor K <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Figure A.4\u2003Dynamic response factor \u03a8 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Background to the National Annex to BS EN 1991-2 – Traffic loads on bridges<\/b><\/p>\n |