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Connection Geometry
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Geometry Checks
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Bolt Spacing
smin ≥ 3d | ÇYTHYEDY 13.3.6 |
|
|
s | 90 mm |
|
|
d | 30 mm | s =90 mm > smin = 3*30=90 mm | √ |
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Bolt Shear at Support
Ab |  |
Fn |  |
Rn |  |
ΦRn |  |
Required | ReadyAvailable | Ratio | Control |
|---|---|---|---|
211.464 kN | 2290.22 kN | 0.092 | √ |
...
Required | Available | Ratio | Control |
|---|---|---|---|
1696.742 kN | 1716 kN | 0.989 | √ |
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Panel Zone Thickness
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t min ≥u / 180 |  | TBDY 2018 9.3.4.2b |
tmin = t w | 16 mm |
|
tw | 16 mm |
|
u | 2016 mm |
|
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