Brands |
N/A A-1 Alloys ClarkDietrich® HDS® |
Thickness |
N/A 20 gauge33 mil |
Design Thickness |
N/A 0.0713 in |
Tensile Strength Fy |
N/A 50 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 0.0329 in |
Area |
N/A 0.679 in² |
Weight |
N/A 2.31 lb/ft |
Gross Moment of Inertia About X-Axis (Ix) |
N/A 6.134 in4 |
Gross Section Modulus About X-Axis (Sx) |
N/A 1.533 in³ |
Gross Radius of Gyration About X-Axis (Rx) |
N/A 3.005 in |
Gross Moment of Inertia About Y-Axis (ly) |
N/A 1.122 in4 |
The Distance from the Web Centerline to the Center of Gravity (xbar) |
N/A 1.294 in |
Gross Section Modulus About Y-Axis (Sy) |
N/A 0.665 in³ |
Gross Radius of Gyration About Y-Axis (ry) |
N/A 1.285 in |
St. Venant Torsion Constant Torsional Properties (Jx1000) |
N/A 0.272 in4 |
Warping Torsion Constant (Cw) |
N/A 33.350 in6 |
Distance from Shear Center to the Centroid Along the Principal X-Axis (Xo) |
N/A -3.412 in |
Polar Radius of Gyration About the Centroidal Principal Axis (Ro) |
N/A 4.725 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 0.479 Beta |
Maximum Unbraced Length to Attain Mxa (Lu) |
N/A 113 in |
Allowable Shear for Bending About X-Axis (Unperforated Vx) |
N/A 0.47 kips |
Allowable Shear for Bending About Y-Axis (Vy) |
N/A 2.05 kips |
Other Properties (Py)1 | N/A 0.38 kips |
Effective Section Modulus About X-Axis (Sxe) Unperforated Bending Properties |
N/A 1.084 in³ |
Allowable Moment About X-Axis (Mxa) Unperforated Bending Properties |
N/A 21420 in·lb |
Effective Section Modulus About X-Axis (Sye) Unperforated Bending Properties (Web in Ten.) |
N/A 0.548 in³ |
Allowable Moment About Y-Axis (Mya) Unperforated Bending Properties (Web in Ten.) |
N/A 10829 in·lb |
Effective Section Modulus About X-Axis (Sye) Unperforated Bending Properties (Web in Comp.) |
N/A 0.333 in³ |
Allowable Moment About Y-Axis (Mya) Unperforated Bending Properties (Web in Comp.) |
N/A 6570 in·lb |
Effective Moment of Inertia About X-Axis for Deflection Calculations (lxe) |
N/A 5.805 in4 |
Effective Moment of Inertia About Y-Axis for Deflection Calculations (Web in Ten. (lye)) |
N/A 1.076 in4 |
Effective Moment of Inertia About Y-Axis for Deflection Calculations (Web in Comp. (lye)) |
N/A 0.703 in4 |
Construction Advantages |
N/A
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