Connection Geometry
Geometry Checks
Weld Access Hole Length
L ≥ max(1.5tw,40 mm) | ÇYTHYEDY 13.1.6 |
|
L | 50 mm | √ |
tw | 9 mm | √ |
Weld Access Hole Height
H ≥ max(tw, 20 mm) , H≤50mm | ÇYTHYEDY 13.1.6 |
|
H | 30 mm | √ |
tw | 9 mm | √ |
Shear Plate to Column Flange Weld Size
a ≥ a min |
|
|
|
a | 9 mm |
| √ |
a min | 3.5 mm | Table 13.4 | √ |
Shear Plate to Beam Web Weld Size
a ≥ a min |
|
|
|
a | 6 mm |
| √ |
a min | 3.5 mm | Table 13.4 | √ |
Continuity Plate to Column Flange Weld Size
a ≥ a min |
|
|
|
a | 8 mm |
| √ |
a min | 4 mm | Table 13.4 | √ |
Continuity Plate to Column Web Weld Size
a ≥ a min |
|
|
|
a | 8 mm |
| √ |
a min | 4 mm | Table 13.4 | √ |
Connection Detail Application 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 |
Strength Checks
Beam Shear Yield
A g |  |
|
F y | 275 N/mm2 |
|
Rn |  | ÇYTHYEDY 13.17 |
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
209.62 kN | 534.6 kN | 0.392 | √ |
Column Flange Weld Strength at Shear Plate
Fe | 490000 kN/m2 | ÇYTHYEDY 13.2 |
in | The weld thickness taken from the combination menu is 0.707 * w value. 9 / 0.707 = 12.73 mm |
|
l | 380 mm |
|
R req |  |
|
hp | 380 mm |
|
tp | 10 mm |
|
Ry | 1.30 |
|
Fyp | 275 N/mm2 |
|
Rn |  |
|
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
815.1 kN | 904.94 kN | 0.901 | √ |
Column Panel Zone Shear
P r | 429,124 kN | ÇYTHYEDY 13.29a |
Py |  |
|
F y | 275000 kN/m2 |
|
A g | 28634.759 mm2 |
|
dc | 650 mm |
|
tw | 16 mm |
|
Rn |  |
|
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
1497.795 kN | 1716 kN | 0.873 | √ |
Shear Zone Thickness
t min ≥u / 180 |  | TBDY 2018 9.3.4.2b |
t min = t w | 16 mm |
|
tw | 16 mm |
|
u | 2016 mm |
|
Required | Available | Ratio | Control |
|---|---|---|---|
11.2 mm | 16 mm | 0.700 | √ |