Corporate Headquarters
13191 Crossroads Pkwy N., Ste 325
City of Industry, CA 91746
Phone: 800.775.2362
Fax: 626.330.7598
www.cemcosteel.com

Manufacturing Facilities
City of Industry, CADenver, CO
Ft. Worth, TX
Pittsburg, CA

Structural Engineering/Design
1001-A Pittsburgh Antioch Hwy
Pittsburg, CA 94565
Phone: 800.775.2362
Fax: 626.330.7598
www.cemcoengineering.com

Technical Services
13191 Crossroads Pkwy N., Ste 325
City of Industry, CA 91746
Phone: 800.416.2278
Fax: 626.249.5004

362S200-43 C-STUDS 43 MIL. (18 GA. STRUCTURAL)
Geometric Properties
362S200-43 “S” structural load-bearing studs are produced from hot-dipped galvanized steel
in standard CP60 coating. CP90 is available upon special request, and may require up-charges
and extended lead times.

LIP“L”

Physical Properties
ModelNo.

362S200-43

Design Minimum
Thickness Thickness
(in)
(in)

Yield(ksi)

Coating3,4

Web
Depth
(in)

FlangeSize(in)Lip(in)0.0451

33

CP60

3-5/8

2

5/8

0.0428WEBDEPTH

Notes:
1. Uncoated steel thickness. Thickness is for carbon sheet steel.
2. Minimum thickness represents 95% of the design thickness and is the minimum acceptable thickness.
3. Per ASTM C955 & A1003, Table 1.
4. CP90 available upon request. Will require extended lead time and upcharge.

“W”

Color Code (painted on ends): 43-mil: Yellow
ASTM & Code Standards:■ ASTM A653/A653M, A924/A924M, A1003/1003, C955 & C1007■ ICC-ES & SFIA Code Compliance Certification Program■ ICC ESR-3016■ ATI CCRR-0224■ IBC: 2015, 2018, 2021
■ CBC: 2019, 2022
■ AISI: S100, S200, S240

STEEL
THICKNESS

LEED v4 for Building and Design Constructionn MR Prerequisite: Construction and Demolition Waste Management Planning.
n MR Credit: Construction and Demolition Waste Management.
n MR Credit: Building Product Disclosure and Optimization –Sourcing of Raw Materials, Option 2.
n MR Credit: Building Product Disclosure and Optimization –Environmental Product Declarations, Options 1 & 2.
n MR Credit: Building Product Disclosure and Optimization –Material Ingredients, Option 1.
n MR Credit: Building Life-Cycle Impact Reduction, Option 4.

FLANGE“F”(Y)

R.375

Hole Detail

CEMCO cold-formed steel framing products contain
30% to 37% recycled steel.
n Total Recycled Content: 36.9%
n Post-Consumer: 19.8%
n Pre-Consumer: 14.4%(Z)

CSI Division: 05.40.00 – Cold-Formed Metal FramingStandard
Hole Centers
are 24"

(Z)
(in)

(Y)
(in)

2-1/2"
studs

2.000

0.750

3-1/2" to14" studs

3.250

1.500

362S200-43 Section Properties
DesignThickness(in.)

Fy(ksi)0.045133

Effective Properties2

Gross3

Torsional Properties

lx
(in4)

Sx
(in3)

Rx
(in)

ly
(in4)

Ry(in)

lx
(in4)

Sx
(in3)

Ma(in-k)Vag(lb)Vanet(lb)Mad(in-k)

Jx1000(in4)

Cw(in6)m(in)Ro(in)

ßLu(in)

0.836

0.461

1.474

0.227

0.767

0.836

0.427

8.43

1739

676

8.70

0.261

0.734 -1.729 1.024

2.398

0.480

53.5

Notes: 1. Web depth for track sections equals nominal depth plus 2 times the design thickness plus bend radius. 2. The
values are for members with punch-outs. 3. Gross properties are based on the full, unreduced cross-section, away from web

Check the updated list of Certified Production
Facilities at Intertek’s website at
http://www.intertek.com/building/sfiaAApp

rovedpprovedXo(in)punchouts. 4. Use the effective moment of inertia for deflection calculation. 5. Allowable moment is lesser of Ma and Mad.
Distortional buckling is based on an assumed Kφ = 0. 6. These members are available un-punched only.

This technical information reflects the most current
information available and supersedes any and all
previous publications effective May 1, 2024.
05/01/2024 AT