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Joint Geometry
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GEOMETRY CHECKS
Horizontal Edge Distance
L eh ≥ L e- min | ÇYTHYEDY 13.3.7 |
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L eh | 55 mm | L eh ≥ 2d = 2 * 24 = 48 mm conformity check for application | √ |
L e- min | 32 mm | Minimum distance check according to Table 13.9 | √ |
Vertical Edge Distance
L ev ≥ L e- min | ÇYTHYEDY 13.3.7 |
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L ev | 51.515 mm | L eh ≥ 2d = 2 * 24 = 48 mm conformity check for application | √ |
L e- min | 32 mm | Minimum distance check according to Table 13.9 | √ |
Welding Thickness 1
a ≥ a min | ÇYTHYEDY 13.3.7 |
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a | 6 mm |
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a min | 3.5 mm | Table 13.4 | √ |
Strength Controls
Pulling on the Support Bolt
F t | 750000 kN/m2 |
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A b |  | AISC DG-4-2 nd 3.7 |
P t |  |
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h 0 |  |
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x 1 | 314.368 mm |
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dm | 393.235 mm |
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M req | 40.179 kNm |
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N req |
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R req |  |
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Rn |  |
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ΦRn |  |
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Required | Ready | Rate | Control |
|---|---|---|---|
93.899 kN | 1017.876 kN | 0.092 | √ |
Forehead Plate Thickness
A b | |
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P t | |
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M n |  | AISC 358-16 (6.8-5) |
F yp | 235346 kN/m2 |
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Y p | 2510.75 mm |
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t p |  |
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Required | Ready | Rate | Control |
|---|---|---|---|
28.903 mm | 30 mm | 0.963 | √ |
Forehead Plate Shear Flow
F yp | 235359 kN/m2 |
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A g |  | ÇYTHYEDY 13.17 |
dm | 393.235 mm |
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M req | 40.179 kNm |
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N req | 16.552 kN |
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R req | |
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Rn |  |
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ΦRn |  |
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Required | Ready | Rate | Control |
|---|---|---|---|
93.899 kN | 1779.31 kN | 0.053 | √ |
Forehead Plate Shear Fracture
F u | 362846 kN/m2 |
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To u |  | ÇYTHYEDY 13.18 |
dm | 393.235 mm |
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M req | 40.179 kNm |
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N req | 16.552 kN |
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R req | |
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Rn |  |
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ΦRn |  |
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Required | Ready | Rate | Control |
|---|---|---|---|
93.899 kN | 1508.714 kN | 0.062 | √ |
Slip on Support Bolt
A b |  |
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Fnv |  |
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Rn |  | ÇYTHYEDY 13.10b |
ΦRn |  |
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Required | Ready | Rate | Control |
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1,058 kN | 610,725 kN | 0.002 | √ |
Bolt Hole Crushing in Forehead Plate
d h | 24+2=26 mm |
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Lc,edge |  |
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Rn |  | ÇYTHYEDY 13.3.13 Equation 13.14a and13.14b |
Rn-edge |  |
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Lc,spacing |  |
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Rn-spacing |  |
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Rn |  |
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ΦRn |  |
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Required | Ready | Rate | Control |
|---|---|---|---|
1,058 kN | 1695.14 kN | 0.001 | √ |
Welding Thickness 1
F yp | 235359 kN/m2 | AISC DG-4-2 nd 2.1.7 |
tbw | 9 mm |
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F e | 480000 kN/m2 |
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in |  |
Required | Ready | Rate | Control |
|---|---|---|---|
3.976 mm | 8.487 mm | 0.469 | √ |
Welding Strength 1
in | 8.487 mm |
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F E | 480 N/mm2 |
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the e | 189.75 mm |
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Rn |  | AISC DG-4-2 nd 2.1.8 |
R n / Ω |  |
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