Double Angle Connection
Connection Geometry

Geometry Checks
Distance between bolts
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 ≥ Le- 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 | ![]() |
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Fy | 235.359 N/mm2 |
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Rn | ![]() | ÇYTHYEDY 13.17 |
Rn / Ω | ![]() |
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Required | Available | Ratio | Control |
---|---|---|---|
73.288 kN | 540 kN | 0.136 | √ |
Beam Shear Rupture
Anv | ![]() |
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Fu | 362.846 N/mm2 |
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Rn | ![]() | ÇYTHYEDY 13.18 |
Rn / Ω | ![]() |
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Required | Available | Ratio | Control |
---|---|---|---|
73.288 kN | 176.213 kN | 0.416 | √ |
Angle Shear Rupture at Beam
Anv | ![]() |
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Fu | 362.846 N/mm2 |
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Rn | ![]() | ÇYTHYEDY 13.18 |
Rn / Ω | ![]() |
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Required | Available | Ratio | Control |
---|---|---|---|
73.288 kN | 436,286 kN | 0.168 | √ |
Angle Block Shear at Beam
Ag | ![]() |
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Anv | ![]() |
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Ae.g. | ![]() |
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Fy | 235.359 N/mm2 |
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Fu | 362.846 N/mm2 |
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Ubs | 1 |
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| ![]() |
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Rn | ![]() | ÇYTHYEDY 13.19 |
Rn / Ω | ![]() |
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Required | Available | Ratio | Control |
---|---|---|---|
73.288 kN | 505.94 kN | 0.145 | √ |
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 |
---|---|---|---|
73.288 kN | 185,487 kN | 0.395 | √ |
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 | ![]() |
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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 |
---|---|---|---|
73.288 kN | 569.505 kN | 0.129 | √ |
Bolt Shear at Beam
Ab | ![]() |
Fn | ![]()
|
Rn | ![]()
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Rn / Ω | ![]() |
Required | Available | Ratio | Control |
---|---|---|---|
40.195kN | 113,097 kN | 0.355 | √ |
Weld Strength at Support
Fe | 480000 kN/m2 |
in | 7.072 |
Fu | 362.846 N/mm2 |
l | 239 mm |
Rn | ![]() |
Rn / Ω | ![]() |
Required | Available | Ratio | Control |
---|---|---|---|
73.288 kN | 171.6 kN | 0.427 | √ |