Brands |
N/A A-1 Alloys ClarkDietrich® HDS® |
Thickness |
N/A 18 gauge43 mil |
Design Thickness |
N/A 0.0566 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 0.0428 in |
Area |
N/A 0.788 in² |
Weight |
N/A 2.68 lb/ft |
Gross Moment of Inertia About X-Axis (Ix) |
N/A 3.907 in4 |
Gross Section Modulus About X-Axis (Sx) |
N/A 1.302 in³ |
Gross Radius of Gyration About X-Axis (Rx) |
N/A 2.226 in |
Gross Moment of Inertia About Y-Axis (ly) |
N/A 1.273 in4 |
The Distance from the Web Centerline to the Center of Gravity (xbar) |
N/A 1.433 in |
Gross Section Modulus About Y-Axis (Sy) |
N/A 0.824 in³ |
Gross Radius of Gyration About Y-Axis (ry) |
N/A 1.271 in |
St. Venant Torsion Constant Torsional Properties (Jx1000) |
N/A 0.533 in4 |
Warping Torsion Constant (Cw) |
N/A 31.427 in6 |
Distance from Shear Center to the Centroid Along the Principal X-Axis (Xo) |
N/A -3.633 in |
Polar Radius of Gyration About the Centroidal Principal Axis (Ro) |
N/A 4.446 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 0.332 Beta |
Maximum Unbraced Length to Attain Mxa (Lu) |
N/A 124 in |
Allowable Shear for Bending About X-Axis (Unperforated Vx) |
N/A 1.41 kips |
Allowable Shear for Bending About X-Axis (Perforated Vx) |
N/A 1.24 kips |
Allowable Shear for Bending About Y-Axis (Vy) |
N/A 3.09 kips |
Other Properties (Px)1 | N/A 0.43 kips |
Other Properties (Py)2 | N/A 0.61 kips |
Effective Section Modulus About X-Axis (Sxe) Unperforated Bending Properties |
N/A 1.150 in³ |
Allowable Moment About X-Axis (Mxa) Unperforated Bending Properties |
N/A 22733 in·lb |
Effective Section Modulus About X-Axis (Sye) Unperforated Bending Properties (Web in Ten.) |
N/A 0.762 in³ |
Allowable Moment About Y-Axis (Mya) Unperforated Bending Properties (Web in Ten.) |
N/A 16155 in·lb |
Effective Section Modulus About X-Axis (Sye) Unperforated Bending Properties (Web in Comp.) |
N/A 0.483 in³ |
Allowable Moment About Y-Axis (Mya) Unperforated Bending Properties (Web in Comp.) |
N/A 9535 in·lb |
Effective Section Modulus About X-Axis (Sxe) Perforated Bending Properties |
N/A 1.150 in³ |
Allowable Moment About X-Axis (Mxa) Perforated Bending Properties |
N/A 22733 in·lb |
Effective Section Modulus About X-Axis (Sye) Perforated Bending Properties (Web in Ten.) |
N/A 0.697 in³ |
Allowable Moment About Y-Axis (Mya) Perforated Bending Properties (Web in Ten.) |
N/A 14768 in·lb |
Effective Section Modulus About X-Axis (Sye) Perforated Bending Properties (Web in Comp.) |
N/A 0.394 in³ |
Allowable Moment About Y-Axis (Mya) Perforated Bending Properties (Web in Comp.) |
N/A 7792 in·lb |
Effective Moment of Inertia About X-Axis for Deflection Calculations (lxe) |
N/A 3.797 in4 |
Effective Moment of Inertia About Y-Axis for Deflection Calculations (Web in Ten. (lye)) |
N/A 1.273 in4 |
Effective Moment of Inertia About Y-Axis for Deflection Calculations (Web in Comp. (lye)) |
N/A 0.982 in4 |
Construction Advantages |
N/A
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