PEinc, the basement is recatuglar in plan so you have a four sided capping beam frame which will provide a degree of restraint depending on the length. Closer to the corners provides higher restraint and at the midspan you would get the least. So the analogy is to model a cantilevered wall with...
Hi all.
We are doing a secant walled pile rectangular basement. We are not able to install anchors and the wall needs to be designed as a cantilever wall. Horizontal deflection of the wall governs the design of this specific wall and I'm trying to provide restraint to the top of the wall using...