PAL / PAU - Omega sections

Omega sections are quite well suited for the execution of continuous walls that have a limited height.

Their shape has been optimized in order to achieve an excellent ratio section modulus / mass, with section modulus up to 1 100 cm3/m, and thicknesses from 3.0 up to 8.0 mm.

Omega sections are assigned to a special category because they are neither Z-piles, nor U-piles. They have a continuous web so that shear stresses can be transmitted through the webs.

Installation can be quite fast due to the width of up to 921 mm of a single pile.

Omega sections can be delivered in two different forms, with handling holes.

Note that Omega sections can only be threaded with specific series of cold formed sections (different interlock shapes).

The PAL 27 series is well suited for re-use.
Last modified: January 26, 2019
Metric units Imperial units

PAL - PAU

Section b h t s A Gsp Gw Iy Wel,y Sy Wpl,y
mm mm mm mm cm2/m kg/m kg/m2 cm4/m cm3/m cm3/m cm3/m
PAL 3030660893.03.037.519.429.450011265-
PAL 3040660904.04.049.925.839.266614785-
PAL 3050660915.05.062.232.248.8831181105-
PAL 31307111253.03.042.223.533.11 244199110-
PAL 31407111264.04.056.131.344.01 655261145-
PAL 31507111275.05.070.039.054.92 063322180-
PAL 32607001496.06.084.146.266.03 096413245-
PAL 32707001507.07.096.853.276.03 604479285-
PAL 32807001518.08.0112.161.688.04 109545325-
PAL 32907001529.09.0127.470.0100.04 611605365696
PAU 22409222524.04.053.939.042.35 101404240-
PAU 22509212535.05.067.348.752.86 363504300-
PAU 22609212546.06.080.758.363.37 620600360-
PAU 24408132934.04.061.139.048.07 897537320-
PAU 24508132945.05.076.348.759.99 858669395-
PAU 24608132956.06.091.458.371.811 813801475-
PAU 27608042956.06.095.760.475.112 059803495-
PAU 27708042967.07.0111.470.487.514 0309345751 136
PAU 27808042978.08.0127.180.399.815 9951 0636551 293


b Width of a single pile
h Height
t Thickness of flange
s Thickness of web
A Cross sectional steel area
Gsp Mass per single pile
Gw Mass per m of wall
Iy Moment of inertia about the main neutral axis y-y
Wel,y Elastic section modulus
Sy Static moment
Wpl,y Plastic section modulus