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162PDS125-18
ProSTUD® 0.086 Square Inch (in²) Area Drywall Stud
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250PDS125-18
ProSTUD® 0.104 Square Inch (in²) Area Drywall Stud
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362PDS125-18
ProSTUD® 0.126 Square Inch (in²) Area Drywall Stud
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400PDS125-18
ProSTUD® 0.133 Square Inch (in²) Area Drywall Stud
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600PDS125-18
ProSTUD® 0.173 Square Inch (in²) Area Drywall Stud
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Description
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N/A
The ProSTUD® Drywall Framing System with Smart Edge™ Technology can be called many things. Strong. Versatile. Fast. And without a doubt-revolutionary. But one of the biggest benefits to keep in mind is this: ProSTUD® was developed, tested and approved by pros in the field who demanded nothing less than achieving absolute ease of use. Its performance has also been proven by the most extensive laboratory evaluations available. All of which means ProSTUD® comes with complete confidence and no questions about code compliance. With the backing of online, mobile and data-rich BIM resources, there's no better example of a broader vision at work.
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Brands
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N/A
A-1 Alloys ClarkDietrich® ProSTUD®
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Design Thickness
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N/A
0.0190 in
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Tensile Strength Fy
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N/A
70 ksi
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Area
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N/A
0.086 in²
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N/A
0.104 in²
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N/A
0.126 in²
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N/A
0.133 in²
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N/A
0.173 in²
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Weight
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N/A
0.29 lb/ft
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N/A
0.35 lb/ft
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N/A
0.43 lb/ft
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N/A
0.45 lb/ft
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N/A
0.59 lb/ft
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Gross Section Properties (lx)
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N/A
0.040 in4
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N/A
0.107 in4
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N/A
0.254 in4
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N/A
0.321 in4
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N/A
0.855 in4
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Gross Section Properties (Rx)
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N/A
0.685 in
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N/A
1.017 in
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N/A
1.421 in
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N/A
1.551 in
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N/A
2.223 in
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Gross Section Properties (ly)
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N/A
0.019 in4
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N/A
0.023 in4
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N/A
0.026 in4
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N/A
0.027 in4
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N/A
0.032 in4
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Gross Section Properties (Ry)
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N/A
0.468 in
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N/A
0.470 in
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N/A
0.456 in
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N/A
0.453 in
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N/A
0.431 in
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Effective Section Properties at Tensile Strength (Fy) (Ae)
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N/A
0.039 in²
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N/A
0.043 in²
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N/A
0.044 in²
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N/A
0.046 in²
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N/A
0.046 in²
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Effective Section Properties at Tensile Strength (Fy) (lx)
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N/A
0.035 in4
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N/A
0.099 in4
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N/A
0.234 in4
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N/A
0.286 in4
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N/A
0.669 in4
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Effective Section Properties at Tensile Strength (Fy) (Sx)
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N/A
0.028 in³
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N/A
0.056 in³
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N/A
0.074 in³
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N/A
0.084 in³
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N/A
0.141 in³
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Effective Section Properties at Tensile Strength (Fy) (Ma)
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N/A
1194 in·lb
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N/A
2361 in·lb
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N/A
3102 in·lb
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N/A
3532 in·lb
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N/A
5891 in·lb
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Effective Section Properties at Tensile Strength (Fy) (Vag)
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N/A
405 lb
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N/A
256 lb
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N/A
174 lb
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N/A
157 lb
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N/A
104 lb
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Effective Section Properties at Tensile Strength (Fy) (Vanet)
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N/A
149 lb
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N/A
204 lb
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N/A
170 lb
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N/A
157 lb
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N/A
104 lb
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Torsional Properties (Jx1000)
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N/A
0.01032 in4
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N/A
0.01250 in4
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N/A
0.01512 in4
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N/A
0.01605 in4
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N/A
0.02083 in4
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Torsional Properties (Cw)
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N/A
0.012 in6
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N/A
0.031 in6
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N/A
0.070 in6
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N/A
0.089 in6
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N/A
0.233 in6
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Torsional Properties (Xo)
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N/A
-1.105 in
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N/A
-1.004 in
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N/A
-0.884 in
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N/A
-0.859 in
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N/A
-0.739 in
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Torsional Properties (Ro)
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N/A
1.382 in
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N/A
1.504 in
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N/A
1.734 in
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N/A
1.830 in
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N/A
2.382 in
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Torsional Properties (ß)
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N/A
0.361 Beta
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N/A
0.555 Beta
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N/A
0.740 Beta
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N/A
0.780 Beta
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N/A
0.904 Beta
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Length (Lu)
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N/A
24.8 in
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N/A
24.5 in
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N/A
24.3 in
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N/A
24.2 in
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N/A
23.6 in
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Shear (#6 Screw 0.138 Inch (in) Diameter and 5/16 Inch (in) Head)
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N/A
95 lb
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1-Side (#6 Screw 0.138 Inch (in) Diameter and 5/16 Inch (in) Head)
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N/A
104 lb
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2-Side (#6 Screw 0.138 Inch (in) Diameter and 5/16 Inch (in) Head)
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N/A
208 lb
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Pullout (#6 Screw 0.138 Inch (in) Diameter and 5/16 Inch (in) Head)
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N/A
52 lb
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Shear (#8 Screw 0.164 Inch (in) Diameter and 5/16 Inch (in) Head)
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N/A
104 lb
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1-Side (#8 Screw 0.164 Inch (in) Diameter and 5/16 Inch (in) Head)
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N/A
104 lb
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2-Side (#8 Screw 0.164 Inch (in) Diameter and 5/16 Inch (in) Head)
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N/A
208 lb
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Pullout (#8 Screw 0.164 Inch (in) Diameter and 5/16 Inch (in) Head)
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N/A
62 lb
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Shear (#10 Screw (0.190 Inch (in) Diameter and 0.34 Inch (in) Head)
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N/A
112 lb
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1-Side (#10 Screw (0.190 Inch (in) Diameter and 0.34 Inch (in) Head)
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N/A
113 lb
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2-Side (#10 Screw (0.190 Inch (in) Diameter and 0.34 Inch (in) Head)
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N/A
226 lb
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Pullout (#10 Screw (0.190 Inch (in) Diameter and 0.34 Inch (in) Head)
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N/A
72 lb
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Notes for Allowable Screw Design Values
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N/A
- Allowable screw connection capacities are based on Section E4 of the AISI S100-12 Specification.
- When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected.
- Screw shear and tension capacities were developed using published screw manufacturer data and evaluation reports available at the time of publication.
- Screw capacities are based on Allowable Strength Design (ASD) and include a safety factor of 3.0.
- When multiple fasteners are used, screws are assumed to have a center-to-center spacing of at least three times the nominal diameter (d).
- Screws are assumed to have a center-of-screw to edge-of-steel dimension of at least 1-1/2 times the nominal diameter (d) of the screw.
- Tension capacity is based on the lesser of pullout capacity in sheet closest to screw tip, or pullover capacity for sheet closest to screw head (using head diameter).
- Screw capacities are governed by a conservative estimate of screw capacity, not by sheet steel failure.
- For higher screw capacities, especially for screw strength, use specific screws from specific manufacturer. See manufacturer’s data for specific allowable values and
installation instructions.
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Construction Advantages
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N/A
- High-strength steel combined with low-profile flange stiffening grooves and double offset web planking increases strength and provides greater limiting heights
- Diamond-embossed web creates stiffness, reducing flange fade and screw spinout during drywall installation
- Strong, lightweight stud and track cuts and handles easier than conventional flat steel studs
- Flange grooves provide sight line for drywall alignment and aid in positioning screws at drywall joints to maintain the 3/8" edge requirement
- Web and leg enhancements in ProTRAK® provide straight and rigid legs, making it the best choice for framing walls, headers, soffits, and bulkheads
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Design Advantages
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N/A
- Designed to meet the additional strength requirements of today's building codes: IBC 2015, AISI (S100), ICC-ES AC86 (2015)
- Smart Edge™ Technology is an enhancement for producing easier-to-handle steel that reduces the risk of cuts and scrapes
- UL Classified and listed in over 50 designs, including U419, V438, and chase wall assemblies
- Exceptional sound performance in over 30 tested sound assemblies
- Can contribute LEED® points in LEED v4 or LEED 2009. EPD and HPD verifications also available.
- National availability
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Addition Information
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N/A
ProSTUD®, in fact, is just one example of how ClarkDietrich® can reinforce your efforts to design and build more intelligently. Yes, we're known as a manufacturer of extensively tested, code-compliant steel framing products, but we offer so much more. Our products perform as a system. We support a range of efforts for smarter installation and design.
We provide the expertise of a versatile engineering services team. And we do it all on a nationwide scale.
We've put together an incredible array of resources to help you be successful on any project, regardless of size or complexity. Within this catalog you'll discover the multiple advantages ProSTUD® has to offer, as well as detailed information on the product lineup, limiting heights, sound and fire assemblies, and more.
Ultimately, your choice of ProSTUD® doesn't come down to the integrity of the product alone, or even its ease of use. You're also looking to the strength of the company that stands behind it. Count on the expertise, services and full support of ClarkDietrich® today-and far into the future.
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Note
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N/A
- Calculated properties are based on AISI S100-12, North American Specification for Design of Cold-Formed Steel Structural Members and AISI S220-15, North American Standard for Cold-Formed Steel Framing-Nonstructural Members.
- Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2.
- Tabulated gross properties, including torsional properties, are based on full-unreduced cross section of the studs, away from punch outs.
- Tabulated gross properties, including torsional properties, are based on full-unreduced cross section of the tracks.
- For deflection calculations, use the effective moment of inertia.
- Allowable moment includes cold work of forming.
- Allowable moment is taken as the lowest value based on local or distortional buckling. Distortional buckling strength is based on a k-phi = 0.
- Web depth for track sections is equal to the nominal height plus two times the design thickness plus the bend radius. Hems on nonstructural track sections are ignored.
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N/A
- Calculated properties are based on AISI S100-12, North American Specification for Design of Cold-Formed Steel Structural Members and AISI S220-15, North American Standard for Cold-Formed Steel Framing-Nonstructural Members.
- Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2.
- Tabulated gross properties, including torsional properties, are based on full-unreduced cross section of the studs, away from punch outs.
- Tabulated gross properties, including torsional properties, are based on full-unreduced cross section of the tracks.
- For deflection calculations, use the effective moment of inertia.
- Allowable moment includes cold work of forming.
- Allowable moment is taken as the lowest value based on local or distortional buckling. Distortional buckling strength is based on a k-phi = 0.
- Web depth for track sections is equal to the nominal height plus two times the design thickness plus the bend radius. Hems on nonstructural track sections are ignored.
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N/A
- Calculated properties are based on AISI S100-12, North American Specification for Design of Cold-Formed Steel Structural Members and AISI S220-15, North American Standard for Cold-Formed Steel Framing-Nonstructural Members.
- Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2.
- Tabulated gross properties, including torsional properties, are based on full-unreduced cross section of the studs, away from punch outs.
- Tabulated gross properties, including torsional properties, are based on full-unreduced cross section of the tracks.
- For deflection calculations, use the effective moment of inertia.
- Allowable moment includes cold work of forming.
- Allowable moment is taken as the lowest value based on local or distortional buckling. Distortional buckling strength is based on a k-phi = 0.
- Web depth for track sections is equal to the nominal height plus two times the design thickness plus the bend radius. Hems on nonstructural track sections are ignored.
- Web-height to thickness ratio exceeds 200.
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N/A
- Calculated properties are based on AISI S100-12, North American Specification for Design of Cold-Formed Steel Structural Members and AISI S220-15, North American Standard for Cold-Formed Steel Framing-Nonstructural Members.
- Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2.
- Tabulated gross properties, including torsional properties, are based on full-unreduced cross section of the studs, away from punch outs.
- Tabulated gross properties, including torsional properties, are based on full-unreduced cross section of the tracks.
- For deflection calculations, use the effective moment of inertia.
- Allowable moment includes cold work of forming.
- Allowable moment is taken as the lowest value based on local or distortional buckling. Distortional buckling strength is based on a k-phi = 0.
- Web depth for track sections is equal to the nominal height plus two times the design thickness plus the bend radius. Hems on nonstructural track sections are ignored.
- Web-height to thickness ratio exceeds 200.
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N/A
- Calculated properties are based on AISI S100-12, North American Specification for Design of Cold-Formed Steel Structural Members and AISI S220-15, North American Standard for Cold-Formed Steel Framing-Nonstructural Members.
- Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2.
- Tabulated gross properties, including torsional properties, are based on full-unreduced cross section of the studs, away from punch outs.
- Tabulated gross properties, including torsional properties, are based on full-unreduced cross section of the tracks.
- For deflection calculations, use the effective moment of inertia.
- Allowable moment includes cold work of forming.
- Allowable moment is taken as the lowest value based on local or distortional buckling. Distortional buckling strength is based on a k-phi = 0.
- Web depth for track sections is equal to the nominal height plus two times the design thickness plus the bend radius. Hems on nonstructural track sections are ignored.
- Web-height to thickness ratio exceeds 260.
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