AU 16
A | G | Iy | Wel,y | rg | AL | ||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
cm2 | kg/m | cm4 | cm3 | cm | m2/m | ||||||||||||||
Per S | 109.9 | 86.3 | 7 110 | 481 | 8.04 | 0.96 | |||||||||||||
Per D | 219.7 | 172.5 | 49 280 | 2 400 | 14.98 | 1.91 | |||||||||||||
Per T | 329.6 | 258.7 | 68 080 | 2 750 | 14.37 | 2.86 | |||||||||||||
Per m of wall | 146.5 | 115.0 | 32 850 | 1 600 | 14.98 | 1.27 |
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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