Hi everyone,
I am working on the design of a simply supported concrete deck spanning approximately 7m. The deck will have a width of around 10m. A series of service ducts will also run along the span of the deck, and the requirement is for these ducts to be embedded within the concrete...
Thanks KootK.
My concern with the transfer mechanism is that the beam has a limited depth, so I'd have to go from the vertical plane to the horizontal plane, therefore I'm worried about concrete crushing within the bend of an L-bar. Not sure whether this makes total sense without a sketch?
Thanks MotorCity. If what you mean is that the anchor reinforcement should be developed beyond the cone failure surface by extending it further into the concrete, I don't think that would help. The reason for this, as I stated previously, is that the beam is relatively narrow, so the projected...
Hi everyone - I've done quite a bit of research on this forum about the topic I'm about to write about, but would appreciate others' advice on the matter.
As the subject reads, this is to do with anchor reinforcement. I'm currently working on a project where we are anchoring a bollard into a...
