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GEO5

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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]