
GU 16N
A | G | Iy | Wel,y | rg | AL | ||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
cm2 | kg/m | cm4 | cm3 | cm | m2/m | ||||||||||||||
Per S | 92.5 | 72.6 | 6 960 | 475 | 8.67 | 0.87 | |||||||||||||
Per D | 185.0 | 145.2 | 43 140 | 2 005 | 15.30 | 1.72 | |||||||||||||
Per T | 277.5 | 217.8 | 59 840 | 2 330 | 14.69 | 2.58 | |||||||||||||
Per m of wall | 154.2 | 121.0 | 35 950 | 1 670 | 15.30 | 1.43 |
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" |
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