A-1 ALLOYS
A-1 ALLOYS INC.
3330 Beyer Bl. #F
San Diego, CA, 92173
Phone: 1-800-266-2569
Fax: (619) 591-2198
Email: a1sales@a1alloys.com
Website: www.birdprecision.com
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The HDS® Framing System is a high-performance, cost-effective, multipurpose, heavy-duty framing stud for headers, jambs, posts and built-up tube truss chords and webs. The superior strength and carrying capacity of the HDS® Framing System means higher performance with fewer members. It means eliminating box beam headers, nesting track and stud for posts and jambs, and eliminating multi-member built-up truss chords and webs. It also means improved finish quality by eliminating excessive material and screw head buildup around doors and windows.
Unit of Measure

Specifications

Brands

 N/A A-1 Alloys ClarkDietrich® HDS®

Thickness

 N/A 16 gauge54 mil

Design Thickness

 N/A 0.0451 in

Tensile Strength Fy

 N/A 33 ksi

Depth

 N/A 8 in

Flange Size

 N/A 3 in

Return

 N/A 2-1/4 in

Double Return

 N/A 3/4 in

Minimum Delivered Thickness

 N/A 0.0538 in

Unperforated Section Properties

Area

 N/A 0.736 in²

Weight

 N/A 2.5 lb/ft

Gross Moment of Inertia About X-Axis (Ix)

 N/A 1.869 in4

Gross Section Modulus About X-Axis (Sx)

 N/A 0.934 in³

Gross Radius of Gyration About X-Axis (Rx)

 N/A 1.594 in

Gross Moment of Inertia About Y-Axis (ly)

 N/A 1.031 in4

The Distance from the Web Centerline to the Center of Gravity (xbar)

 N/A 1.365 in

Gross Section Modulus About Y-Axis (Sy)

 N/A 0.641 in³

Gross Radius of Gyration About Y-Axis (ry)

 N/A 1.183 in

Torsional Properties

St. Venant Torsion Constant Torsional Properties (Jx1000)

 N/A 0.787 in4

Warping Torsion Constant (Cw)

 N/A 7.715 in6

Distance from Shear Center to the Centroid Along the Principal X-Axis (Xo)

 N/A -3.414 in

Polar Radius of Gyration About the Centroidal Principal Axis (Ro)

 N/A 3.949 in

Distance from Shear Center to the Centroid Along the Principal X-Axis/Polar Radius of Gyration About the Centroidal Principal Axis 1-(Xo/ro)2

 N/A 0.253 Beta

Other Properties

Maximum Unbraced Length to Attain Mxa (Lu)

 N/A 80 in

Allowable Shear for Bending About X-Axis (Unperforated Vx)

 N/A 3.38 kips

Allowable Shear for Bending About X-Axis (Perforated Vx)

 N/A 1.22 kips

Allowable Shear for Bending About Y-Axis (Vy)

 N/A 5.77 kips
Other Properties (Px)1 N/A 1.01 kips
Other Properties (Py)2 N/A 1.38 kips

Unperforated Bending Properties

Effective Section Modulus About X-Axis (Sxe) Unperforated Bending Properties

 N/A 0.816 in³

Allowable Moment About X-Axis (Mxa) Unperforated Bending Properties

 N/A 24420 in·lb

Effective Section Modulus About X-Axis (Sye) Unperforated Bending Properties (Web in Ten.)

 N/A 0.641 in³

Allowable Moment About Y-Axis (Mya) Unperforated Bending Properties (Web in Ten.)

 N/A 22263 in·lb

Effective Section Modulus About X-Axis (Sye) Unperforated Bending Properties (Web in Comp.)

 N/A 0.541 in³

Allowable Moment About Y-Axis (Mya) Unperforated Bending Properties (Web in Comp.)

 N/A 16198 in·lb

Perforated Bending Properties

Effective Section Modulus About X-Axis (Sxe) Perforated Bending Properties

 N/A 0.776 in³

Allowable Moment About X-Axis (Mxa) Perforated Bending Properties

 N/A 23240 in·lb

Effective Section Modulus About X-Axis (Sye) Perforated Bending Properties (Web in Ten.)

 N/A 0.542 in³

Allowable Moment About Y-Axis (Mya) Perforated Bending Properties (Web in Ten.)

 N/A 18805 in·lb

Effective Section Modulus About X-Axis (Sye) Perforated Bending Properties (Web in Comp.)

 N/A 0.437 in³

Allowable Moment About Y-Axis (Mya) Perforated Bending Properties (Web in Comp.)

 N/A 13079 in·lb

Effective Moment of Inertia

Effective Moment of Inertia About X-Axis for Deflection Calculations (lxe)

 N/A 1.827 in4

Effective Moment of Inertia About Y-Axis for Deflection Calculations (Web in Ten. (lye))

 N/A 1.031 in4

Effective Moment of Inertia About Y-Axis for Deflection Calculations (Web in Comp. (lye))

 N/A 0.933 in4

Construction Advantages

Construction Advantages

 N/A
  • Outstanding bending strength in two directions.
  • Reduces installation time by 50%.
  • Eliminates box beam header assembly.
  • Reduces material and labor costs up to 50%.
  • HDS® can be screw-attached from either side.
  • Eliminates stud-to-track nesting for post, header and jamb studs.
  • Openings up to 15' wide.
  • Improves drywall finishing around doors and windows. No screw head buildup.
  • Superior axial strength.

Note

Note

 N/A Standard material coating is CP60 per ASTM C955; G90 available.
  • 1 For members having a web depth of less than 8" and also having a thickness less than 97 mil, allowable web crippling per AISI Standard for CFS Wall Stud Design 2004. This value assumes the web resists web crippling and the HDS is nested in track having the same thickness. For other members, allowable end one flange web crippling per AISI NASPEC, 2001 with 2004 supplement. Both calculation procedures use a bearing length of 1-1/4".
  • 2 Allowable end one flange web crippling per AISI NASPEC, 2001 w/2004 supplement. This value assumes 2 flanges resist web crippling for a bearing length of 1-1/4".