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
78.9
62.0
2950
265
6.11
0.65
Per T
78.9
62.0
2950
265
6.11
0.65
Per m of wall
157.9
123.9
18060
1245
10.70
1.28
Per m of wall
157.9
123.9
18060
1245
10.70
1.28
Per m of wall
157.9
123.9
18060
1245
10.70
1.28
Per m of wall
236.8
185.9
25060
1440
10.29
1.92
Per m of wall
236.8
185.9
25060
1440
10.29
1.92
Per m of wall
236.8
185.9
25060
1440
10.29
1.92
Per m of wall
197.3
154.9
22580
1560
10.70
1.60
Per m of wall
197.3
154.9
22580
1560
10.70
1.60
Per m of wall
197.3
154.9
22580
1560
10.70
1.60
A Querschnittsfläche
G Mass per meter
Iy Trägheitsmoment um die Hauptneutralachse y-y
Wel,y Elastisches Widerstandsmoment
rg Trägheitsradius um die y-y-Achse
AL Anstrichfläche. Eine Seite, ausgenommen das Innere der Schloss.
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"