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PrimeWall® Track

PrimeWall Track

The PrimeWall® Series Track is manufactured from corrosion resistant, galvanized steel and is available in a wide variety of configurations. By designing the inside width of the track to accommodate the outside width of the studs, PrimeWall Track can readily address all construction situations.

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Product Information

TSN_PrimeWall_Track_Shape_Key_Horizontal

TSN_PWT_Nomenclature

ASTM A1003/A 1003M Non Structural Grade 33 (230), 33 ksi (230 MPa) minimum yield strength, G40 (Z120) hot-dipped galvanized coating, or equivalent conforming to ASTM C645. Other steel materials with G40 coating are also available upon request.

PrimeWall® Track Designation Lbs/Foot Pcs/Skid
18mil (25ga) 27mil (22ga) 30mil (20ga)
162T125 0.26 0.4 0.44 400
250T125 0.32 0.48 0.53 400
350T125 0.38 0.58 0.64 300
362T125 0.39 0.59 0.65 300
400T125 0.42 0.63 0.69 300
550T125 N/A 0.77 0.85 200
600T125 N/A 0.82 0.90 200
Standard Track Length = 10’
Non-Structural PrimeWall® Track Section Properties
Section Design Thickness Gross Effective - 33ksi Torsional
Area Weight Ix Sx Rx Iy Ry Ix Sx Ma Vag Jx1000 Cw Xo m Ro ß
(in) (in2) (lb/ft) (in4) (in3) (in) (in4) (in) (in4) (in3) (in-k) (lb) (in4) (in6) (in) (in) (in)
162T125-18 0.0188 0.078 0.26 0.042 0.048 0.733 0.013 0.411 0.030 0.025 0.50 302 0.009 0.007 -0.876 0.503 1.215 0.479
162T125-27 0.0283 0.117 0.40 0.063 0.072 0.735 0.020 0.410 0.051 0.044 0.87 541 0.031 0.010 -0.872 0.501 1.211 0.482
162T125-30 0.0312 0.129 0.44 0.070 0.079 0.735 0.022 0.409 0.057 0.050 1.00 597 0.042 0.012 -0.870 0.500 1.210 0.483
250T125-18 0.0188 0.094 0.32 0.104 0.079 1.052 0.015 0.400 0.078 0.044 0.88 245 0.011 0.018 -0.767 0.460 1.362 0.682
250T125-27 0.0283 0.141 0.48 0.157 0.119 1.053 0.022 0.398 0.129 0.079 1.56 685 0.038 0.027 -0.763 0.457 1.360 0.685
250T125-30 0.0312 0.156 0.53 0.173 0.131 1.053 0.025 0.397 0.145 0.090 1.77 832 0.051 0.030 -0.762 0.456 1.359 0.686
350T125-18 0.0188 0.113 0.38 0.220 0.121 1.395 0.017 0.382 0.174 0.062 1.22 173 0.013 0.038 -0.675 0.418 1.596 0.821
350T125-27 0.0283 0.170 0.58 0.331 0.182 1.396 0.025 0.381 0.277 0.128 2.53 590 0.045 0.057 -0.670 0.416 1.595 0.823
350T125-30 0.0312 0.187 0.64 0.365 0.200 1.396 0.027 0.380 0.312 0.145 2.86 790 0.061 0.063 -0.669 0.415 1.594 0.824
362T125-18 0.0188 0.115 0.39 0.238 0.127 1.437 0.017 0.380 0.189 0.064 1.26 167 0.014 0.042 -0.665 0.413 1.628 0.833
362T125-27 0.0283 0.173 0.59 0.358 0.191 1.438 0.025 0.378 0.301 0.135 2.66 569 0.046 0.062 -0.661 0.411 1.627 0.835
362T125-30 0.0312 0.191 0.65 0.395 0.210 1.438 0.027 0.378 0.339 0.152 3.01 762 0.062 0.068 -0.659 0.410 1.627 0.836
400T125-181 0.0188 0.122 0.42 0.298 0.145 1.562 0.017 0.374 0.241 0.070 1.39 151 0.014 0.052 -0.637 0.400 1.727 0.864
400T125-27 0.0283 0.184 0.63 0.449 0.217 1.562 0.025 0.372 0.380 0.156 3.08 515 0.049 0.078 -0.633 0.398 1.726 0.866
400T125-30 0.0312 0.203 0.69 0.495 0.239 1.563 0.028 0.371 0.427 0.176 3.49 689 0.066 0.085 -0.632 0.397 1.726 0.866
550T125-27 0.0283 0.226 0.77 1.045 0.336 2.046 0.027 0.348 0.786 0.192 3.79 372 0.060 0.160 -0.543 0.352 2.146 0.936
550T125-30 0.0312 0.250 0.85 1.159 0.371 2.047 0.030 0.347 0.897 0.226 4.47 499 0.081 0.176 -0.542 0.351 2.145 0.936
600T125-271 0.0283 0.241 0.82 1.169 0.381 2.204 0.028 0.340 0.958 0.211 4.16 341 0.064 0.196 -0.519 0.339 2.290 0.949
600T125-30 0.0312 0.265 0.90 1.288 0.420 2.204 0.031 0.340 1.095 0.249 4.92 456 0.086 0.215 -0.518 0.338 2.290 0.949
1 Web height to thicknes ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads.
Table Notes:
1. Calculated properties are based on AISI S100-07, North American Specification for the Design of Cold-Formed Steel Structural Members.
2. The centerline bend radius is based upon inside corner radii shown in the Thickness Table in SFIA Technical Guide for Cold-Formed Steel Framing Products.
3. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI S100-07 Sec. A7.2.
4. Tabulated gross properties, including torsional properties, are based upon full-unreduced cross section of the tracks.
5. For deflection calculations, use the effective moment of inertia.
TSN's Product Catalogs are an essential resource for the design of cold formed steel.  Developed by Engineers, the catalogs contain design data for members connectors, and fasteners.
PrimeWall® Track and the rest of TSN's Drywall Framing Products can be found in the following Catalogs:

TSN_PrimeWall_Technical_Catalog

TSN PrimeWall Member
Technical Catalog

TSN_Reduced_PrimeWall_Catalog_Cover

TSN PrimeWall Member
Order Catalog

For a full list of our product catalogs, specification sections, inspection checklists, and research reports please click here.