AISC STRUCTURAL SHAPES DATABASE VIEWER
SHAPE DATA |
CROSS-SECTION |
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W44x335 - DIMENSIONAL AND GEOMETRIC PROPERTIES: |
Symbol | Value | Unit | Description |
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W | 335 | lbf/ft | Nominal Weight | A | 98.5 | in2 | Cross-sectional Area | d | 44 | in | Overall Depth of Member | bf | 15.9 | in | Width of HSS | tw | 1.03 | in | Web Thickness | tf | 1.77 | in | Flange Thickness | kdes | 2.56 | in | Design distance from outer face of flange to web toe of fillet | kdet | 2.625 | in | Detailing distance from outer face of flange to web toe of fillet | T | 38.75 | in | Detailing Distance between web toes of the fillets | k1 | 1.3125 | in | Detailing distance from center of web to flange toe of fillet | bf_2tf | 4.5 | | Slenderness Ratio | h_tw | 38 | | Slenderness Ratio | Ix | 31100 | in4 | Moment of Inertia about x-axis | Zx | 1620 | in3 | Plastic Section Modulus about x-axis | Sx | 1410 | in3 | Elastic Section Modulus about x-axis | rx | 17.8 | in | Radius of Gyration about x-axis | Iy | 1200 | in4 | Moment of Inertia about y-axis | Zy | 236 | in3 | Plastic Section Modulus about y-axis | Sy | 150 | in3 | Elastic Section Modulus about y-axis | ry | 3.49 | in | Radius of Gyration about x-axis | J | 74.7 | in4 | Torsional Moment of Inertia | cw | 535000 | in6 | Warping Constant | wno | 168 | in2 | Normalized Warping Function constant | Sw | 1180 | in4 | Warping Statical Moment | Qf | 278 | in3 | Statical Moment at Point in Flange | Qw | 805 | in3 | Statical moment for a point at mid-depth of the cross section |
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Source/Reference: AISC - American Institute of Steel Construction, 13th Edition
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