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GEOMETRY CHECKS
Bolts Spacing
The distance between the centers of bolts is checked per AISC 360-16.
smin ≥ 3d | AISC 360-16 J3.3 |
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s | 90 mm |
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d | 30 mm | s =90 mm > smin = 3*30=90 mm | √ |
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 ≥ Le-min | AISC 360-16 J3.4 |
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Leh | 70 mm | L eh ≥ 2d = 2 * 30 = 60 mm conformity check for application | √ |
Le-min | 38 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 ≥ Le-min | AISC 360-16 J3.4 |
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Lev | 70 mm | Leh ≥ 2d = 2 * 30 = 60 mm conformity check for application | √ |
Le-min | 38 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 |
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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 |
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w | 8.487 mm |
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wmin | 6 mm | Table J2.4 | √ |
Stiffener to End Plate Weld Size
The minimum size of fillet welds is checked according to AISC 360-16 Table J2.4
w ≥ wmin |
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w | 8.487 mm |
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wmin | 6 mm | Table J2.4 | √ |
Continuity Plate to Column Flange Weld Size
The minimum size of fillet welds is checked according to AISC 360-16 Table J2.4
w ≥ wmin |
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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 of fillet welds is checked according to AISC 360-16 Table J2.4
w ≥ wmin |
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w | 11.315 mm |
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wmin | 6 mm | Table J2.4 | √ |
PREQUALIFICATION LIMITS (TBDY Tablo 9B.1)
Beam span / Beam cross-section height | 9144 mm /450 mm=20.32 | ≥7.0 |
End plate thickness, tp | 30 mm | 19≤tp ≤64 |
End plate width, bp | 280 mm | 229≤ bp ≤ 381 |
Horizontal distance between bolts, g | 140 mm | 127≤g≤152 |
pfi | 50 mm | 41≤pfi ≤51 |
pfo | 50 mm | 41≤pfo ≤51 |
pb | 90 | 89≤pfo ≤95 |
Beam depth, db | 450 mm | 457≤db≤914 |
Beam flange thickness, tbf | 15 mm | 14≤tbf ≤25 |
Beam flange width, bbf | 190 | 190≤bbf ≤311 |
Column depth | 650 | ≤ 920 mm |
Bolt grade | 10.9 | 8.8 - 10.9 |
Min yield stress of the end plate material | 275 MPa | 235 /275 / 355 MPa |
Flange plate weld | CJP | CJP |
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