Unstiffened Seated Connection with AISC 360-16 is explained in detail under this title.
Connection Geometry
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Geometry Checks
Weld Size
w ≥ wmin | AISC 360-16 Table J2.4 |
|
|
w | 11.315 mm |
| √ |
wmin | 5 mm | Table J2.4 | √ |
Strength Checks
Beam Web Yielding
tw | 7.1 mm |
|
lb | 25.7 mm |
|
to | 10.7 + 15 = 25.7 mm (Beam flange + Beam flange radius) |
|
Fy | 235.359 N/mm2 |
|
Rn |  | AISC 360-16 J10-3 |
Rn / Ω |  |
|
Required | Available | Check | Result |
|---|---|---|---|
73.288 kN | 100.207 kN | 0.732 | √ |
Beam Web Crippling
tw | 7.1 mm |
|
tf | 10.7 mm |
|
lb | 25.7 mm |
|
d | 300 mm |
|
E | 205939650 kN/m2 |
|
Fy | 235.359 N/mm2 |
|
Rn |  | AISC 360-16 J10-5a |
|  |
|
Rn / Ω |  |
|
Required | Available | Check | Result |
|---|---|---|---|
73.288 kN | 98.138 kN | 0.747 | √ |
Angle Shear Yield
Ag |  |
|
Fy | 235.359 N/mm2 |
|
Rn |  | AISC 360-16 J4-3 |
Rn / Ω |  |
|
Required | Available | Check | Result |
|---|---|---|---|
73.288 kN | 141.215 kN | 0.519 | √ |
Weld Strength at Support
Fe | 480000 kN/m2 |
w | 11.315 mm |
Fu | 362.846 N/mm2 |
l | 110 mm |
e | 60mm |
Rn |  |
Rn / Ω |  |
Required | Available | Check | Result |
|---|---|---|---|
73.288 kN | 74.06 kN | 0.990 | √ |
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