Joint Geometry
Geometry Control
Distance between bolts
s min ≥ 3d | ÇYTHYEDY 13.3.6 |
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s | 60 mm |
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d | 20 mm | s =60 mm > smin = 3*16=48 mm | √ |
Horizontal Edge Distance
L eh ≥ L e- min | ÇYTHYEDY 13.3.7 |
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L eh | 40 mm | L eh ≥ 2d = 2 * 16 = 32 mm conformity check for application | √ |
L e- min | 22 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 * 16 = 32 mm conformity check for application | √ |
L e- min | 22 mm | Minimum distance check according to Table 13.9 | √ |
Welding Thickness
a ≥ a min | ÇYTHYEDY 13.3.7 |
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a | 5 mm |
| √ |
a min | 3.5 mm | Table 13.4 | √ |
Mounting Stability
L ≥ hb / 2 | ÇYTHYEDY 13.3.7 |
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L | 150 mm |
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hb | 190.4 mm | L=150 > 190.4/2=95.2 mm | √ |
Strength Controls
Slip on Support Bolt
A b |
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Fnv |
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Rn | ÇYTHYEDY 13.10b | |
R n / Ω |
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Required | Ready | Rate | Control |
---|---|---|---|
31.564 kN | 144,765 kN | 0.218 | √ |
Crushing in the Support Bolt Hole
d h | 16+2=18 mm |
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Rn | ÇYTHYEDY 13.3.13 Equation 13.14a and13.14b | |
Lc,spacing |
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Rn-spacing |
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R n / Ω |
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Required | Ready | Rate | Control |
---|---|---|---|
31.564 kN | 197,853 kN | 0.160 | √ |
Crushing in the Plate Bolt Hole
d h | 16+2=18 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 |
---|---|---|---|
31.564 kN | 334,399 kN | 0.094 | √ |
Beam Shear 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 |
---|---|---|---|
31.564 kN | 122,166 kN | 0.258 | √ |
Sheet Shear 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 |
---|---|---|---|
31.564 kN | 338.77 kN | 0.093 | √ |
Sheet 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 |
---|---|---|---|
31.564 kN | 287,374 kN | 0.110 | √ |
Block Slip in Sheet
A g |
| |
A nv |
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A e.g. |
| |
F y | 235.359 N/mm2 |
|
F u | 362.846 N/mm2 |
|
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 |
---|---|---|---|
31.564 kN | 308,556 kN | 0.102 | √ |
Welding Strength
Fe | 480000 kN/m2 |
in | The weld thickness taken from the combination menu is 0.707 * w value. 5 / 0.707 = 7.07 mm |
Fu | 362.846 N/mm2 |
t | 6.2 mm |
l | 135.856 mm |
R nw | |
RnBM | |
Rn | |
R n / Ω |
Required | Ready | Rate | Control |
---|---|---|---|
31.564 kN | 91.688 kN | 0.344 | √ |