...
The required end weld sizefor eight bolts stiffened end plate connection is checked.
Fys | 275000 kN/m2 | AISC DG 4-2nd 3.2.10 |
ts | 15 mm |
|
Fe | 490000 kN/m2 |
|
w |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
7.938 mm | 8.487 mm | 0.935 | √ |
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Yielding of the column panel zonefor eight bolts unstiffened end plate connection is checked according to AISC 360-16 §J.10
Pr | 625.405 kN | AISC 360-16 J10-9 |
Py |  |
|
Fy | 275000 kN/m2 |
|
Ag | 28634.759 mm2 |
|
dc | 650 mm |
|
tw | 16 mm |
|
Rn |  |
|
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
1754.043 kN | 1716 kN | 1.022 | ꭓ |
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The required panel zone thickness for eight bolts unstiffened end plate connection is checked according to AISC 358-16.
tmin≥u/180 |  | TBDY 2018 9.3.4.2b |
tmin = t w | 16 mm |
|
tw | 16 mm |
|
u | 2016 mm |
|
Required | Available | Ratio | Control |
|---|---|---|---|
11.2 mm | 16 mm | 0.700 | √ |
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