Search results for query: *

Hi all, Just trying to detail some rebar in a slab that has a non 90deg corner. Does anyone know what I should be doing in this instance thanks? It's either do something really awkward or just keep it a mesh with the end bars a bit awkward. Thanks in advance

There will be about 13 sections, the whole thing is on a uniform 5deg slope.

Yeah its one of those, if we leave it leaning are people in the future going to be concerned because it looks like its overturning. I don't want that for the project and it is early enough to detail out.

Yeah we also have a note on our drawings that say fabrication drawings are to be provided for review.

Thanks for the reply. Okay I can cast the end unit as tapered, just thought that was going to be a bit of a faff with the rebar.

Hi all, I am currently detailing a precast box culvert, I know I could do it as a bottomless culvert with insitu slabs but would prefer to keep the full box unit to avoid scour issues. The proposed gradient to suit catchment study is 1 in 12 which means the end units lean about 5deg. I know...