Pull-out Resistance (Soil)
Pull-out Resistance (Soil)
The method of analysis is selected in the section "Pull out resistance (soil)".
Setting of analysis for pull out resistance (soil)
Analysis for prestressed bar, strand and non-prestressed bar anchors
Option "calculate from effective stress"
where: | d | - | diameter of root |
lk | - | root length | |
σz | - | geostatical stress | |
φ | - | angle of internal friction of soil |
Option "calculate from scin friction"
where: | d | - | diameter of root |
lk | - | root length | |
f | - | skin shear |
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]
