Below Grade Beam
Below Grade Beam
(OP)
I have a 4' wide beam at about 7' below grade. What kind of load should I design the beam for? It seems that considering the whole 7'x4' of soil is quite a lot. Can I assume arch action like designing lintel?






RE: Below Grade Beam
RE: Below Grade Beam
RE: Below Grade Beam
RE: Below Grade Beam
At the very least, you should design the beam for the loading from the soil directly above the beam, as well as any additional structure loads.
RE: Below Grade Beam