One other photo so you can become more familiar.https://files.engineering.com/getfile.aspx?folder=55957cda-aa03-433d-9788-a5ddba14380d&file=IMG_1287.JPG
Hello everyone, I am seeking your assistance with a particular project that I am involved with. I am working on an existing structure with below-grade levels. At the below grade levels, an exposed steel soldier pile with timber lagging wall is present at a portion of the building perimeter...
CANPRO, that is an interesting layout, it would block a portion of the drive lanes but it may be manageable. My only concern with that design is that the span on the left hand side of your drawing would be reacting against a slab that does not have too much top steel to take care of the bending...
Thanks SRE and Hokie for the response.
The structure is conventionally reinforced, two-way slab with drop panels. In the E-W direction (direction of the cantilevered slab) the reinforcement is typically laid out as one would expect a 2-way slab (column strips and middle strips). In the other...
Hello,
Looking for some out of the box ideas for this unique situation.
I am working on restoring the slab of a concrete framed parking facility of a high-rise residential building. It is a two-way slab with three bays in one direction, and 10 bays in the other direction. In the direction of...
