1-3/8" inside-to-inside dimension. length of the leg. S162
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1 Member Designation MEMBER DEPTH: FLANGE WIDTH: STIFFENER LIP: Member Depths are taken in 1/100 inches. Flange Widths are taken in 1/100 inches. Member Flange Width Stiffener Lip (in) For Track Sections, the Member Depth is the For Track Sections, the Flange Width is the S /8" inside-to-inside dimension. length of the leg. S /8" Example: 6" = 6.00" = 600 x 1/100 Example: 1-5/8" = 1.625" = 162 x 1/100 S200 S250 S300 2" 2-1/2" 3" S STYLE: MIL THICKNESS: Style is defined using an alpha character. Mil Thickness is the minimum base steel thickness in mils. S = Stud or Joist Section Minimum base steel thickness represents 95% of the T = Track Section Design Thickness. (1 mil = 1/1000) Example: 0.054" = 54 mils = 54 x 1/1000 Definitions of Structural Properties EFFECTIVE SECTION PROPERTIES GROSS SECTION PROPERTIES TORTIONAL SECTION PROPERTIES I x Effective Moment of Ineria about the X-axis I x Gross Moment of Ineria about the X-axis J St. Tenant Tortional Constant S x Effective Section Modulus about the X-axis S x Gross Section Modulus about the X-axis C w Tortional Warping Constant Ma l Allowable Local Bending Moment about the X-axis R x Gross Radius of Gyration about the X-axis X 0 Distance from the Shear Center to the Centroid along the principal X-axis Ma d Allowable Distortional Buckling Moment about the X-axis, Kf = 0 I y Gross Moment of Ineria about the Y-axis m Distance from the Shear Center to the mid-plane of the web Allowable strong axis Shear away from the knockout R y Gross Radius of Gyration about the Y-axis R o Polar Radius of Gyration of the cross section about the Shear Center Va net Allowable strong axis Shear at the knockout b 1 - (X o / R o ) 2 Section Property Notes 1. Section Property calculations are based on the North American Specification for the Design of Cold-Formed Steel Structural Members, AISI S based on the Allowable Strength Design method. 2. The Effective Moment of Inertia (Ix) shall be used for deflection calculations. It is based on serviceability calculations in which the stress times the section modulus at that stress is equal to the allowable moment. 3. The Allowable Local Buckling Moment (Mal) includes the strength increase for cold-work of forming per section A7.2, where applicable. 4. The Allowable Distortional Buckling Moment (Mad) does not include rotational restraint from sheathing. Higher Distortional Buckling Strengths can be achieved when restraint from sheathing is included in the calculation. 5. The Allowable Moment shall be taken as the lesser of the Local Buckling Moment (Mal) and Distortional Buckling Moment (Mad). 6. Factory punched knockouts can be provided in the web of structural studs. The knockout will be 1.5" wide by 4" long at a minimum of 24" on-center along the centerline of the web. The minimum distance from the end of the member to a knockout is 10". 7. The Centerline Corner Radius is the greater of 2 x the Design Thickness or 3/16" 8. The Web of track members is equal to the Nominal Height plus 2 x the Design Thickness plus the Inside Bend Radius. 9. Gross Properties and Torsional Properties are based on the full, unreduced cross section of the studs away from knockouts.
2 2-1/2" STUD PROPERTIES (in-k) 250S S S S S S S S S /2" TRACK PROPERTIES 250T T T T T T T T T T T T T T T
3 3-1/2" STUD PROPERTIES (in-k) 350S S S S S S S S S S S S S S S S S S S S S S /2" TRACK PROPERTIES 350T T T T T T T T T T T T T T T
4 3-5/8" STUD PROPERTIES MEMBER DESIGN EFFECTIVE SECTION PROPERTIES GROSS SECTION PROPERTIES TORSIONAL SECTION PROPERTIES (in-k) 362S S S S S S S S S S S S S S S S S S S S S S S S MEMBER DESIGN 3-5/8" TRACK PROPERTIES DESIGNATION THICKNESS YIELD Area WEIGHT I x Sx Ma l Ix Sx Rx Iy Ry J x 1000 C w X0 m R o b 362T T T T T T T T T T T T T T T T T T T
5 4" STUD PROPERTIES (in-k) 400S S S S S S S S S S S S S S S S S S S S S S " TRACK PROPERTIES 400T T T T T T T T T T T T T T T T T T T
6 5-1/2" STUD PROPERTIES (in-k) 550S S S S S S S S S S S S S S S S S S S S S S /2" TRACK PROPERTIES 550T T T T T T T T T T T T T T T T T T T
7 6" STUD PROPERTIES (in-k) 600S S S S S S S S S S S S S S S S S S S S S S " TRACK PROPERTIES 600T T T T T T T T T T T T T T T T T T T
8 8" STUD PROPERTIES (in-k) 800S S S S S S S S S S S S S S S S S S S S S S " TRACK PROPERTIES 800T T T T T T T T T T T T T T T T T T T
9 10" STUD PROPERTIES (in-k) 1000S S S S S S S S S S S S S , S S S " TRACK PROPERTIES EFFECTIVE SECTION PROPERTIES GROSS SECTION PROPERTIES TORSIONAL SECTION PROPERTIES 1000T T T T T T T T T T T T T T T T
10 12" STUD PROPERTIES (in-k) 1200S S S S S S S S S S S S " TRACK PROPERTIES 1200T T T T T T T T T T T T
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