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Flange Ductility Requirement
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Web Ductility Requirement
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Stability Bracing by Member
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Maximum Spacing of Stability Beam
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Column Required Strength
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Column Slenderness Ratio
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KB 1767 Steel Frame Member Design
3D Model
Specifications
| Number of Nodes | 7 |
| Number of Lines | 3 |
| Number of Members | 3 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 5 |
| Number of Result Combinations | 0 |
| Total Weight | 3.276 tons |
| Dimensions (Metric) | 9.144 x 4.267 x 0.000 m |
| Dimensions (Imperial) | 30 x 14 x 0 feet |