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a ≥ amin |
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a | 8 mm |
| √ |
amin | 4 mm | Table 13.4 | √ |
Connection Detail
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Prequalification Limits (TBDY Table 9B.1)
Beam span / Beam cross-section height | 9144 mm /450 mm=20.32 | ≥7.0 |
End plate thickness, tp | 30 mm | 18≤t p ≤65 |
Flange plate width, bp | 298 mm | 215≤ b p ≤ 400 |
Horizontal distance between bolts, g | 154 mm | 125≤g≤155 |
pfi | 72 mm | 40≤p fi ≤50 |
pfo | 72 mm | 40≤p fi ≤50 |
Beam cross section height, db | 450 mm | 450≤ d b ≤ 950 |
Beam head thickness, tbf | 15 mm | 14≤t bf ≤35 |
Column cross section height | 650 | ≤ 920 mm |
Bolt class | 10.9 | 8.8 - 10.9 |
Min yield stress of the frontal plate material | 275 MPa | 235 /275/355 MPa |
Flange plate weld | CJP | CJP |
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