Joint Geometry
GEOMETRY CONTROLS
Distance between bolts
s min ≥ 3d | ÇYTHYEDY 13.3.6 |
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s | 79.5 mm |
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d | 20 mm | s =79.5 mm > smin = 3*20=60 mm | √ |
Horizontal Edge Distance
L eh ≥ L e- min | ÇYTHYEDY 13.3.7 |
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L eh | 50.75 mm | L eh ≥ 2d = 2 * 20 = 40 mm conformity check for application | √ |
L e- min | 26 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 | 40 mm | L eh ≥ 2d = 2 * 20 = 40 mm conformity check for application | √ |
L e- min | 26 mm | Minimum distance check according to Table 13.9 | √ |
Welding Thickness
a ≥ a min | ÇYTHYEDY 13.3.7 |
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a | 6 mm |
| √ |
a min | 3.5 mm | Table 13.4 | √ |
Mounting Stability
L ≥ hb / 2 | ÇYTHYEDY 13.3.7 |
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L | 239 mm |
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hb | 248.6 mm | L=239 > 248.6/2=124.3 mm | √ |
Strength Controls
Angle Slip Flow
A g |  |
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F y | 235.359 N/mm2 |
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Rn |  | ÇYTHYEDY 13.17 |
R n / Ω |  |
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Required | Ready | Rate | Control |
|---|---|---|---|
93.805 kN | 270 kN | 0.347 | √ |
Beam Shear Fracture
A nv |  |
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F u | 362.846 N/mm2 |
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Rn |  | ÇYTHYEDY 13.18 |
R n / Ω |  |
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Required | Ready | Rate | Control |
|---|---|---|---|
93.805 kN | 176.213 kN | 0.532 | √ |
Angle Shear Break in Beam
A nv |  |
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F u | 362.846 N/mm2 |
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Rn | | ÇYTHYEDY 13.18 |
R n / Ω | |
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Required | Ready | Rate | Control |
|---|---|---|---|
93.805 kN | 218.143 kN | 0.43 | √ |
Block Sliding in Beam Angle
A g |  |
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A nv |  |
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A e.g. |  |
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F y | 235.359 N/mm2 |
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F u | 362.846 N/mm2 |
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Ubs | one |
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|  |
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Rn |  | ÇYTHYEDY 13.19 |
R n / Ω |  |
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Required | Ready | Rate | Control |
|---|---|---|---|
93.805 kN | 252,971 kN | 0.371 | √ |
Crushing in Beam Bolt Hole
d h | 20+2=22 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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R n / Ω |  |
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Required | Ready | Rate | Control |
|---|---|---|---|
93.805 kN | 185,487 kN | 0.506 | √ |
Crushing in Beam Angle Bolt Hole
d h | 20+2=22 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 |  |
|
R n / Ω |  |
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Required | Ready | Rate | Control |
|---|---|---|---|
93.805 kN | 284.75 kN | 0.329 | √ |
Gliding on Beam Bolts
A b |  |
Fn | 
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Rn | 
|
R n / Ω | 
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Required | Ready | Rate | Control |
|---|---|---|---|
51.448 kN | 56,549 kN | 0.910 | √ |
Support Resistance
Fe | 480000 kN/m2 |
in | The weld thickness taken from the combination menu is 0.707 * w value. 6 / 0.707 = 8.487 mm |
Fu | 362.846 N/mm2 |
t | 12 mm |
R nw |  |
RnBM |  |
Rn |  |
R n / Ω |  |
Required | Ready | Rate | Control |
|---|---|---|---|
342.216 kN/m | 864 kN/m | 0.396 | √ |