GU 8S

AGIyWel,yrgAL
cm2kg/mcm4cm3cmm2/m
Per S64.750.82 5102306.230.76
Per D129.3101.515 36098010.901.51
Per T194.0152.321 3201 14510.482.26
Per m of wall107.884.612 80082010.901.26

A Sectional area
G Mass per m
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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