Can someone share tips on how to model an vintage tower in PLS TOWER, especially member thickness as a result of the loss of material due to corrosion ...
I have a 6' dia. RC drilled shaft sitting on bed rock 20' below grade.
Above the bed rock are compact to loose granular soils.
Top of the shaft is loaded by compression, uplift and shear.
The weight of the shaft and skin friction together do not offer enough uplift resistant capacity.
I am...