GU 16-400

A G Iy Wel,y rg AL
cm2 kg/m cm4 cm3 cm m2/m
Per S
78.9
62.0
2950
265
6.11
0.65
Per D
157.9
123.9
18060
1245
10.70
1.28
Per T
236.8
185.9
25060
1440
10.29
1.92
Per m of wall
197.3
154.9
22580
1560
10.70
1.60
A Sectional area
G Mass per meter
Iy Moment of inertia about the main neutral axis y-y
Wel,y Elastic section modulus
rg Radius of gyration about the y-y axis
AL Coating area. One side, excludes inside of interlocks
S Single pile: considered neutral axis y'-y'
D Double pile, wall: considered neutral axis y-y
T Triple pile: considered neutral axis y"-y"