Corrugated Concrete Sheet Pile

CROSS SECTION

Type Height
(H)
Cross
Section (A)
Distance from
Neutral axis (Y)
Moment of
Inertia (I)
Section
Modulus (Z)
Yu Yl Zu Zl
[cm] [cm2] [cm] [cm] [cm4] [cm3] [cm3]
W-325 A 1000 B 32.5 1315 16.2 -16.2 134261 8262 -8262
W-350 A 1000 B 35 1468 17.5 -17.5 169432 9682 -9682
W-400 A 1000 B 40 1598 20 -20 248685 12434 -12434
W-450 A 1000 B 45 1835 22.5 -22.5 353354 15705 -15705
W-500 A 1000 B 50 1818 25 -25 462362 18494 -18494
W-600 A 1000 B 60 2078 30 -30 765907 25530 -25530

DIMENSION

Type Top End Section [mm] Middle Section [mm] Cross
Section
H t I j e a b c d h f [cm2]
W-325 A 1000 B 325 110 125 200 430 109 169 338 63 215 100 0.132
W-350 A 1000 B 350 120 150 200 404 117.3 160.7 321.4 76 230 100 0.147
W-400 A 1000 B 400 120 200 200 370 130 148 296 93 280 100 0.16
W-450 A 1000 B 450 120 250 200 322 155 123 246 117 330 100 0.184
W-500 A 1000 B 500 120 300 200 336 140 138 276 110 380 100 0.182
W-600 A 1000 B 600 120 400 200 306 150 126 256 125 480 100 0.208