Residential Foundation--Bracing Sidewalls
Residential Foundation--Bracing Sidewalls
(OP)
A builder is concerned about the transfer of lateral pressures from then end-walls of a house foundation (9-foot pre-cast walls) to the floor system. The foundation walls that run perpendicular to the floor beams transfer load directly to these beams, so those walls aren't a concern. However, the end-walls that are parallel to the floor beams are the concern. Should bridging be tied perpendicular between each floor beam to transfer the load?
Thanks!
Thanks!





RE: Residential Foundation--Bracing Sidewalls
RE: Residential Foundation--Bracing Sidewalls
RE: Residential Foundation--Bracing Sidewalls
Thanks.
RE: Residential Foundation--Bracing Sidewalls
RE: Residential Foundation--Bracing Sidewalls
RE: Residential Foundation--Bracing Sidewalls
RE: Residential Foundation--Bracing Sidewalls
RE: Residential Foundation--Bracing Sidewalls
DaveAtkins