323.9 CHS — Sizes, Dimensions & Properties

9 sizes in the 323.9 serial size group. All dimensions in mm, section properties in cm units.

DesignationMass (kg/m)D (mm)t (mm)A (cm2)I (cm4)Z (cm3)S (cm3)r (cm)
323.9x5.039.3323.9550.16,37039350911.3
323.9x6.047323.9659.97,57046860611.2
323.9x6.349.3323.96.362.97,93049063611.2
323.9x8.062.3323.9879.49,91061279911.2
323.9x10.077.4323.91098.612,20075198611.1
323.9x12.092.3323.91211814,3008841,17011
323.9x12.596323.912.512214,8009171,21011
323.9x14.2108323.914.213816,6001,0301,36011
323.9x16.0121323.91615518,4001,1401,52010.9

323.9x5.0 CHS

Designation
323.9x5.0
Outside Diameter (D)
323.9 mm
Wall Thickness (t)
5 mm
Mass per Metre
39.3 kg/m
Cross-Sectional Area
50.1 cm2
Second Moment of Area I
6,370 cm4
Elastic Modulus Z
393 cm3
Plastic Modulus S
509 cm3
Radius of Gyration r
11.3 cm
Torsional Constant (It)
12,700 cm4
Surface Area per Metre
1.02 m2/m
Surface Area per Tonne
25.9 m2/t

323.9x6.0 CHS

Designation
323.9x6.0
Outside Diameter (D)
323.9 mm
Wall Thickness (t)
6 mm
Mass per Metre
47 kg/m
Cross-Sectional Area
59.9 cm2
Second Moment of Area I
7,570 cm4
Elastic Modulus Z
468 cm3
Plastic Modulus S
606 cm3
Radius of Gyration r
11.2 cm
Torsional Constant (It)
15,100 cm4
Surface Area per Metre
1.02 m2/m
Surface Area per Tonne
21.6 m2/t

323.9x6.3 CHS

Designation
323.9x6.3
Outside Diameter (D)
323.9 mm
Wall Thickness (t)
6.3 mm
Mass per Metre
49.3 kg/m
Cross-Sectional Area
62.9 cm2
Second Moment of Area I
7,930 cm4
Elastic Modulus Z
490 cm3
Plastic Modulus S
636 cm3
Radius of Gyration r
11.2 cm
Torsional Constant (It)
15,900 cm4
Surface Area per Metre
1.02 m2/m
Surface Area per Tonne
20.6 m2/t

323.9x8.0 CHS

Designation
323.9x8.0
Outside Diameter (D)
323.9 mm
Wall Thickness (t)
8 mm
Mass per Metre
62.3 kg/m
Cross-Sectional Area
79.4 cm2
Second Moment of Area I
9,910 cm4
Elastic Modulus Z
612 cm3
Plastic Modulus S
799 cm3
Radius of Gyration r
11.2 cm
Torsional Constant (It)
19,800 cm4
Surface Area per Metre
1.02 m2/m
Surface Area per Tonne
16.3 m2/t

323.9x10.0 CHS

Designation
323.9x10.0
Outside Diameter (D)
323.9 mm
Wall Thickness (t)
10 mm
Mass per Metre
77.4 kg/m
Cross-Sectional Area
98.6 cm2
Second Moment of Area I
12,200 cm4
Elastic Modulus Z
751 cm3
Plastic Modulus S
986 cm3
Radius of Gyration r
11.1 cm
Torsional Constant (It)
24,300 cm4
Surface Area per Metre
1.02 m2/m
Surface Area per Tonne
13.1 m2/t

323.9x12.0 CHS

Designation
323.9x12.0
Outside Diameter (D)
323.9 mm
Wall Thickness (t)
12 mm
Mass per Metre
92.3 kg/m
Cross-Sectional Area
118 cm2
Second Moment of Area I
14,300 cm4
Elastic Modulus Z
884 cm3
Plastic Modulus S
1,170 cm3
Radius of Gyration r
11 cm
Torsional Constant (It)
28,600 cm4
Surface Area per Metre
1.02 m2/m
Surface Area per Tonne
11 m2/t

323.9x12.5 CHS

Designation
323.9x12.5
Outside Diameter (D)
323.9 mm
Wall Thickness (t)
12.5 mm
Mass per Metre
96 kg/m
Cross-Sectional Area
122 cm2
Second Moment of Area I
14,800 cm4
Elastic Modulus Z
917 cm3
Plastic Modulus S
1,210 cm3
Radius of Gyration r
11 cm
Torsional Constant (It)
29,700 cm4
Surface Area per Metre
1.02 m2/m
Surface Area per Tonne
10.6 m2/t

323.9x14.2 CHS

Designation
323.9x14.2
Outside Diameter (D)
323.9 mm
Wall Thickness (t)
14.2 mm
Mass per Metre
108 kg/m
Cross-Sectional Area
138 cm2
Second Moment of Area I
16,600 cm4
Elastic Modulus Z
1,030 cm3
Plastic Modulus S
1,360 cm3
Radius of Gyration r
11 cm
Torsional Constant (It)
33,200 cm4
Surface Area per Metre
1.02 m2/m
Surface Area per Tonne
9.38 m2/t

323.9x16.0 CHS

Designation
323.9x16.0
Outside Diameter (D)
323.9 mm
Wall Thickness (t)
16 mm
Mass per Metre
121 kg/m
Cross-Sectional Area
155 cm2
Second Moment of Area I
18,400 cm4
Elastic Modulus Z
1,140 cm3
Plastic Modulus S
1,520 cm3
Radius of Gyration r
10.9 cm
Torsional Constant (It)
36,800 cm4
Surface Area per Metre
1.02 m2/m
Surface Area per Tonne
8.38 m2/t

323.9 CHS — Overview

The 323.9 serial size group contains 9 sections, ranging from 121 kg/m to 39.3 kg/m. All sections in this group share the same nominal depth and width but differ in web and flange thickness, which affects the weight and structural capacity.

Section properties are sourced from the Tata Steel Blue Book / SCI P363. For structural design to BS EN 1993-1-1 (Eurocode 3), use these properties with the appropriate partial factors from the UK National Annex.

Need Components for This Section?

Structural Steel Components supplies stiffener plates, end plates, base plates, cleats, and fixings matched to standard UK sections.

Powered by SteelSpec

Section properties from Tata Steel Blue Book / SCI P363 / BS 4-1:2005.

Shopping Basket