| Family Name | Category | Type Name | A | Assembly Code | Assembly Description | b | Field9 | bf | Centroid Horizontal | Centroid Vertical | Code Name | Concrete Column Depth | Concrete Column Diameter | Concrete Column Width | d | Field18 | District Source | Elastic Modulus strong axis | Elastic Modulus weak axis | Flange Thickness | Gauge | Height | Ht | ID | k | Keynote | kr | Moment of Inertia strong axis | Moment of Inertia weak axis | Nominal Weight | OD | OmniClass Number | OmniClass Title | Perimeter | Plastic Modulus strong axis | Plastic Modulus weak axis | Principal Axes Angle | Reinforcing Longitudinal Quantity | Reinforcing Longitudinal Quantity PLF | Reinforcing Longitudinal Size | Reinforcing Stirrup Quantity EACH | Reinforcing Tie Size | Reinforcing Tie Spacing | Section Area | Section Name Key | Section Shape | Shape | t | t1 | tf | Tie Depth | Tie Length | Tie Width | Torsional Moment of Inertia | tw | Type of Family | W | Wall Thickness | Warping Constant | Web Fillet | Web Thickness | Width |
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| W_Shapes_USACE | Structural Columns | W10X49 | | B10 | Superstructure | | | | 5.000" | 5.000" | AISC 14.1 | | | | | | | 54.60 in³ | 18.70 in³ | 0.560" | | 10.000" | | | | | | 272.00 in4 | 93.40 in4 | 49.00 lbf/ft | | 23.25.30.11.14.11 | Columns | 58.50 ft²/ft | 60.40 in³ | 28.30 in³ | 0.00° | | | | | | | 14.40 in² | W10x49 | I-shape Parallel Flange | | | | | | | | 1.39 in4 | | | | | 2070.00 in6 | 0.500" | 0.340" | 10.000" |
| W_Shapes_USACE | Structural Columns | W10X33 | | B10 | Superstructure | | | | 3.980" | 4.865" | AISC 14.1 | | | | | | | 35.00 in³ | 9.20 in³ | 0.440" | | 9.730" | | | | | | 171.00 in4 | 36.60 in4 | 33.00 lbf/ft | | 23.25.30.11.14.11 | Columns | 49.90 ft²/ft | 38.80 in³ | 14.00 in³ | 0.00° | | | | | | | 9.71 in² | W10x33 | I-shape Parallel Flange | | | | | | | | 0.58 in4 | | | | | 791.00 in6 | 0.500" | 0.290" | 7.960" |
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