Wind Loading
Tag overview
recommendation across 1 inquiry
Across 1 inquiry
Tagged Recommendations
Structural appraisal of all blocks over six storeys
All blocks over six storeys in height should be appraised by a structural engineer who should consider: (a) whether they are susceptible to progressive collapse (paragraph 191); (b) whether they …
Strengthen blocks weak against wind loads or fire
Blocks which have not been designed to deal adequately with wind loads, or where progressive collapse may too readily be precipitated by fire, should be strengthened (paragraphs 214 and 216).
Use recent wind research pending the new loading Code
Until the new wind loading Code is produced, designers should have regard to the results of recent research into the frequency and duration of high wind speeds, when calculating the …
Owners of tall non-system-built blocks to check wind loads
Owners of tall post-war blocks (say over 100 feet high) that are not system-built should inquire into the wind loads for which the blocks were designed and seek professional advice …
Bring Code of Practice 3 Chapter V Loading up to date
Code of Practice 3: Chapter V: Loading, must, as a matter of urgency, be brought up to date and should take account of recent research into the frequency and duration …