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a ≥ a min |
|
|
|
a | 8 mm |
| √ |
a min | 4 mm | Table 13.4 | √ |
Connection Detail
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Prequalification Limits (TBDY Table 9B.3)
Beam span / Beam cross-section height | 9144 mm /450 mm=20.32 | ≥9.0 |
Beam cross-section height, d b | 450 mm | ≤ 920 |
Beam flange thickness, t bf | 15 mm | ≤25 |
Column cross section height | 650 mm | ≤ 920 mm |
Flange plate weld | CJP | CJP |
tp | 10 mm | ≥9 mm TBDY 9B.4.7(a) |
a | 10 mm | 6≤a≤12 TBDY 9B.4.7 (a) |
d | 50 mm | ≥50 mm TBDY 9B.4.7(a) |
Shear plate beam web weld thickness | 6 mm | =6 mm TBDY 9B.4.7(c) |
Flange plate weld | CJP | CJP |
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