Pull-out Resistance (Soil)
The method of analysis is selected in the section "Pull out resistance (soil)".
Settings of analysis for pull out resistance (soil)
Analysis for a prestressed bar, strand, and non-prestressed bar anchors
Option "calculate from effective stress"
where: | d | - | diameter of the root |
lk | - | root length | |
σz | - | geostatical stress | |
φ | - | angle of the internal friction of the soil |
Option "calculate from bond strength"
where: | d | - | diameter of the root |
lk | - | root length | |
f | - | bond strength |
Option "input bearing capacity per unit length"
where: | Re, bm | - | pull out resistance from soil per unit |
lk | - | root length |
Option "input"
The total value of pull out resistance (soil) is entered Re [kN, lbf]