ICE Product Catalog 2026

PIPE COMBINED WALLS

SAMPLE CALCULATION

48” x 0.500” Pipe with E22 Connectors & NZ 19 & Internal W30 x 90

48 in x 0 500 in Inertia = 21,045 in 4 /ft See page 25 for pipe properties

NZ 19 Width = 27.56 in. Inertia = 283.1 in 4 /ft See page 5 for details

E22 Connector Width = 1.28 in. See page 6 for E22 properties

W30 x 90 Inertia = 3,610 in 4 See page 39 for details

System Width b sys = 105.7 in.

b sys

= 48 in + 2*(1.28 in + 27.56 in) = 105 7 in

= (π/64)(OD 4 – ID 4 ) = (3.14/64)((48 in) 4 – (48 in – 2*0.5 in) 4 = 21,045 in 4 = 2 * b sys * I sp /ft = (2 * 27.56 in * 283.1 in 4 /ft) / 12 in/ft = 1,300 in 4

I pipe

A

A

I sp

Sheet Pile

I beam

= 3,610 in 4

Pipe Pile

Properties through A-A I sys

= (I pipe + I sp + I beam ) / b sys = (21,045 in 4 + 1,300 in 4 + 3,610 in 4 ) / (105.7 in / 12 in/ft) = 2,773 in 4 /ft

S sys

= I sys / (OD/2) = 2,947 in 4 /ft / (48 in / 2) = 122 8 in 3 /ft

B

B

Properties through B-B I sys

= (21,045 in

4 + 3,610 in 4 ) / (105.7 in / 12 in/ft)

2,799 in 4 /ft

=

Beam

S sys

= 2,224 in

4 /ft / (48 in / 2)

116 6 in 3 /ft

=

C

C

Properties through C-C I sys

= (3,610 in

4 ) / (105.7 in / 12 in/ft)

4098 in 4 /ft

=

= 409.8 in

4 /ft / (29.5 in / 2)

S sys

278 in 3 /ft

=

Shear Area = 25.9 in * 0.47 in 12 2 in 2

Technical Hotline: 866.875.9546 | engineering@nucorskyline.com | www.nucorskyline.com 18