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Structural Shapes - Nucor-Yamato Steel

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Section<br />

PZ 22<br />

PZ 27<br />

PZ 35<br />

PZ 40<br />

<strong>Nucor</strong>-<strong>Yamato</strong> <strong>Steel</strong><br />

Width<br />

(w)<br />

May 2013<br />

Height<br />

(h)<br />

Flange<br />

(tf)<br />

Thickness<br />

Hot Rolled <strong>Steel</strong> Sheet Piling<br />

Web<br />

(tw)<br />

PZ Sheet Piling<br />

Area<br />

Weight<br />

Pile Wall<br />

Section<br />

Modulus<br />

Moment<br />

of<br />

Inertia<br />

in in in in in 2 /ft lb/ft lb/ft 2 in 3 /ft in 4 /ft<br />

Delivery conditions & tolerances according to ASTM A6/ A6M latest revision with the<br />

exception of length, which is +4”, -0.<br />

<strong>Nucor</strong>-<strong>Yamato</strong> <strong>Steel</strong> guarantees that the driving width (w) of the pile will be +/- 2%.<br />

The degree of swing is not specified or guaranteed.<br />

<strong>Nucor</strong>-<strong>Yamato</strong> <strong>Steel</strong> guarantees that the sheets will slide to grade.<br />

Coating Area<br />

Both<br />

Sides<br />

ft 2 /ft of<br />

single<br />

Wall<br />

Surface<br />

(mm) (mm) (mm) (mm) (cm 2 /m) (kg/m) (kg/m 2 ) (cm 3 /m) (cm 4 /m) (m 2 /m) (m 2 /m 2 )<br />

22.0 9.0 0.375 0.375 6.47 40.3 22.0 18.1 84.38 4.48 1.22<br />

559 229 9.53 9.53 136.9 60.0 107.4 973 11500 1.37 1.22<br />

18.0 12.0 0.375 0.375 7.94 40.5 27.0 30.2 184.20 4.48 1.49<br />

457 305 9.53 9.53 168.1 60.3 131.8 1620 25200 1.37 1.49<br />

22.64 14.90 .600 .500 10.29 66.0 35 48.5 361.2 5.37 1.42<br />

575 378.5 15.24 12.70 217.9 98.3 52.1 2604.5 49227.2 164.2 1.42<br />

19.69 16.10 .600 .500 11.76 65.6 40 60.7 490.8 5.37 1.64<br />

500 408.9 15.24 12.70 249 97.7 59.6 3259.6 66890.2 164.2 1.64<br />

ft 2 /ft 2

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