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" |