
PU 28+1
A | G | Iy | Wel,y | rg | AL | ||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
cm2 | kg/m | cm4 | cm3 | cm | m2/m | ||||||||||||||
Per S | 135.3 | 106.2 | 10 400 | 600 | 8.77 | 0.93 | |||||||||||||
Per D | 270.7 | 212.5 | 82 060 | 3 600 | 17.41 | 1.85 | |||||||||||||
Per T | 406.0 | 318.7 | 112 870 | 4 060 | 16.67 | 2.77 | |||||||||||||
Per m of wall | 225.6 | 177.1 | 68 380 | 3 000 | 17.41 | 1.54 |
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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