
GU 8N
A | G | Iy | Wel,y | rg | AL | ||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
cm2 | kg/m | cm4 | cm3 | cm | m2/m | ||||||||||||||
Per S | 61.8 | 48.5 | 2 420 | 225 | 6.26 | 0.76 | |||||||||||||
Per D | 123.7 | 97.1 | 14 420 | 925 | 10.80 | 1.51 | |||||||||||||
Per T | 185.5 | 145.6 | 20 030 | 1 080 | 10.39 | 2.26 | |||||||||||||
Per m of wall | 103.1 | 80.9 | 12 010 | 770 | 10.80 | 1.26 |
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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