Connection Geometry
Geometry Checks
Bolt Spacing
smin ≥ 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
Leh ≥ L e- min | ÇYTHYEDY 13.3.7 |
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Leh | 50.75 mm | L eh ≥ 2d = 2 * 20 = 40 mm conformity check for application | √ |
Le- min | 26 mm | Minimum distance check according to Table 13.9 | √ |
Vertical Edge Distance
Lev ≥ Le- min | ÇYTHYEDY 13.3.7 |
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Lev | 40 mm | L eh ≥ 2d = 2 * 20 = 40 mm conformity check for application | √ |
Le- min | 26 mm | Minimum distance check according to Table 13.9 | √ |
Weld Thickness
a ≥ amin | ÇYTHYEDY 13.3.7 |
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a | 6 mm |
| √ |
amin | 3.5 mm | Table 13.4 | √ |
Erection 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 Checks
Angle Shear Yield
Ag |
| |
Fy | 235.359 N/mm2 |
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Rn | ÇYTHYEDY 13.17 | |
Rn / Ω |
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Required | Available | Ratio | Control |
---|---|---|---|
93.805 kN | 270 kN | 0.347 | √ |
Beam Shear Rupture
Anv |
| |
Fu | 362.846 N/mm2 |
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Rn | ÇYTHYEDY 13.18 | |
Rn / Ω |
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Required | Available | Ratio | Control |
---|---|---|---|
93.805 kN | 176.213 kN | 0.532 | √ |
Angle Shear Rupture at Beam
Anv |
| |
Fu | 362.846 N/mm2 |
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Rn | ÇYTHYEDY 13.18 | |
Rn / Ω |
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Required | Available | Ratio | Control |
---|---|---|---|
93.805 kN | 218.143 kN | 0.43 | √ |
Angle Block Shear at Beam
Ag |
| |
Anv |
| |
Ae.g. |
| |
Fy | 235.359 N/mm2 |
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Fu | 362.846 N/mm2 |
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Ubs | one |
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|
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Rn | ÇYTHYEDY 13.19 | |
Rn / Ω |
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Required | Available | Ratio | Control |
---|---|---|---|
93.805 kN | 252,971 kN | 0.371 | √ |
Bolt Bearing on Beam
dh | 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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Rn / Ω |
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Required | Available | Ratio | Control |
---|---|---|---|
93.805 kN | 185,487 kN | 0.506 | √ |
Bolt Bearing on Angle at Beam
dh | 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 |
| |
Rn-spacing |
| |
Rn |
| |
Rn / Ω |
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Required | Available | Ratio | Control |
---|---|---|---|
93.805 kN | 284.75 kN | 0.329 | √ |
Bolt Shear at Beam
Ab | |
Fn |
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Rn |
|
Rn / Ω |
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Required | Available | Ratio | Control |
---|---|---|---|
51.448 kN | 56,549 kN | 0.910 | √ |
Weld Strength at Support
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 |
Rnw | |
RnBM | |
Rn | |
Rn / Ω |
Required | Available | Ratio | Control |
---|---|---|---|
342.216 kN/m | 864 kN/m | 0.396 | √ |