AS 500 - 13.0

Section Dimensions Properties
b tw δ P A Gsp Gw Iy Wel AL
single pile single pile
mm mm ° cm cm2 kg/m kg/m² cm4 cm3 m2/m
AS 500 - 13.0
500
13.0
4.5
140
100.6
79.0
158
213
54
0.58
Section Dimensions Properties
b tw δ P A Gsp Gw Iy Wel AL
single pile single pile
in in ° in in2 lb/ft lb/ft2 in4 in3 ft2/ft
AS 500 - 13.0
19.69
0.51
4.5
55.12
15.6
53.09
32.36
5.12
3.30
1.90
b Width (nominal). The effective width for design purposes (layout) is 503 mm
tw Thickness
δ Deviation angle. Max. of 4.0° for pile length > 20 m
P Perimeter
A Cross sectional steel area
Gsp Mass
Gw Mass per m² of wall
Iy Moment of inertia
Wel Elastic section modulus
AL Coating area. One side, excluding inside of interlocks
b Width (nominal). The effective width for design purposes (layout) is 503 mm
tw Thickness
δ Deviation angle. Max. of 4.0° for pile length > 20 m
P Perimeter
A Cross sectional steel area
Gsp Mass
Gw Mass per ft² of wall
Iy Moment of inertia
Wel Elastic section modulus
AL Coating area. One side, excluding inside of interlocks