Hi,
I'm trying to find information on how residential properties in Australia are designed to be 'flood resistant' if part of the structure is below the PMF level and is required by the local council.
I know the bridge code AS5100 has information on how to calculate loads from moving water...
Hi,
I've got a project where my client is wanting to add an additional storey to a single storey house.
The building is from the 1920's in Sydney and is constructed as Sandstone footings (approx 400mm wide solid blocks) and then timber framed floor, with double clay masonry external walls...
Hi All,
I'm in Australia and I'm currently trying to justify a significant concentrated load applied from a steel beam to a 110mm thick existing clay masonry wall.
The building was built in approximately the 1950's-1960's and is vertically supported and laterally stabilised by many 110mm...
Hi All,
I've recently migrated from Large commercial Structures to small residential structures and I have come across a few different properties recently where a sub-floor series of Brick piers supporting tiber bearers & Joists above are not founded on a concrete pad footing, but rather just...
