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Connection Geometry
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GEOMETRY CHECKS
Horizontal Edge Distance
The distance from the center of the hole to the edge of the connected part in the horizontal direction is checked per AISC 360-16.
Leh ≥ L e-min | AISC 360-16 J3.4 |
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Leh | 72 mm | Leh ≥ 2d = 2 * 30 = 60 mm conformity check for application | √ |
Le-min | 46 mm | Minimum distance check according to Table J3.4 | √ |
Vertical Edge Distance
The distance from the center of the hole to the edge of the connected part in the vertical direction is checked per AISC 360-16.
Lev ≥ L e-min | AISC 360-16 J3.4 |
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Lev | 72 mm | Lev ≥ 2d = 2 * 30 = 60 mm conformity check for application | √ |
Le-min | 46 mm | Minimum distance check according to Table J3.4 | √ |
Beam Web to End Plate Weld Size
The minimum size of fillet welds is checked according to AISC 360-16 Table J2.4
w ≥ wmin | AISC 360-16 |
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w | 7.072 mm |
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wmin | 5 mm | Table J2.4 | √ |
Stiffener to Beam Flange Weld Size
The minimum size of fillet welds is checked according to AISC 360-16 Table J2.4
w ≥ wmin | AISC 360-16 |
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w | 7.072 mm |
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wmin | 5 mm | Table J2.4 | √ |
Stiffener to End Plate Weld Size
The minimum size welds are checked according to AISC 360-16 Table J2.4
w ≥ wmin | AISC 360-16 |
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w | 7.072 mm |
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wmin | 5 mm | Table J2.4 | √ |
Continuity Plate to Column Flange Weld Size
The minimum size welds are checked according to AISC 360-16 Table J2.4
w ≥ wmin | AISC 360-16 |
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w | 11.315 mm |
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wmin | 6 mm | Table J2.4 | √ |
Continuity Plate to Column Web Weld Size
The minimum size welds are checked according to AISC 360-16 Table J2.4
w ≥ wmin | AISC 360-16 |
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w | 11.315 mm |
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wmin | 6 mm | Table J2.4 | √ |
Prequalification Limits (AISC 358-16 Table 6.1)
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