GU 8N

AGIyWel,yrgAL
cm2kg/mcm4cm3cmm2/m
Per S61.848.52 4202256.260.76
Per D123.797.114 42092510.801.51
Per T185.5145.620 0301 08010.392.26
Per m of wall103.180.912 01077010.801.26

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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