Eccentrically loaded footing with tension pile
Eccentrically loaded footing with tension pile
(OP)
I am trying to design a footing that is eccentrically loaded and I am using tension pile to resist uplift. In this case whether to consider soil bearing pressure uniform under footing just like when designing Strap beam?





RE: Eccentrically loaded footing with tension pile
Michael.
Timing has a lot to do with the outcome of a rain dance.
RE: Eccentrically loaded footing with tension pile
RE: Eccentrically loaded footing with tension pile
RE: Eccentrically loaded footing with tension pile
Michael.
Timing has a lot to do with the outcome of a rain dance.
RE: Eccentrically loaded footing with tension pile
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RE: Eccentrically loaded footing with tension pile