T Plate Connection
Connection Geometry
Geometry Checks
Bolt Spacing
smin ≥ 3d | ÇYTHYEDY 13.3.6 |
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s | 80.4 mm |
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d | 20 mm | s =80.4 mm > smin = 3*20=60 mm | √ |
Horizontal Edge Distance
Leh ≥ Le-min | ÇYTHYEDY 13.3.7 |
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Leh | 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 | √ |
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 | 9 mm |
| √ |
amin | 3.5 mm | Table 13.4 | √ |
Erection Stability
L ≥ hb / 2 | ÇYTHYEDY 13.3.7 |
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L | 160.4 mm |
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hb | 190.4 mm | L=160.4 > 190.4/2=95.2 mm | √ |
Strength Checks
Bolt Shear at Beam
Ag | ![]() |
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Fy | 235.359 N/mm2 |
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Fn | ![]() |
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Rn | ![]() | ÇYTHYEDY 13.17 |
Rn / Ω | ![]() |
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Required | Available | Ratio | Control |
---|---|---|---|
3.67 kN | 56,549 kN | 0.065 | √ |
Bolt Bearing on Beam
dh | 20+2=22 mm |
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t | 6.2 mm |
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Lc,spacing | ![]() |
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Rn | ![]() |
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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 |
---|---|---|---|
24.138 kN | 107.983 kN | 0.224 | √ |
Bolt Bearing on Plate
dh | 20+2=22 mm |
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t | 12 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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n / Ω | ![]() |
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Required | Available | Ratio | Control |
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24.138 kN | 180.26 kN | 0.134 | √ |
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 |
---|---|---|---|
24.138 kN | 129.58 kN | 0.186 | √ |
Plate Shear Yield
Ag | ![]() |
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Fy | 235.359 N/mm2 |
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Rn | ![]() | ÇYTHYEDY 13.17 |
R n / Ω | ![]() |
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Required | Available | Ratio | Control |
---|---|---|---|
24.138 kN | 181.208 kN | 0.133 | √ |
Plate 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 |
---|---|---|---|
24.138 kN | 146,822 kN | 0.164 | √ |
Plate Block Shear Rupture
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 | one |
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| ![]() |
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Rn | ![]() | ÇYTHYEDY 13.19 |
Rn / Ω | ![]() |
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Required | Available | Ratio | Control |
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24.138 kN | 162,972 kN | 0.148 | √ |
Plate Flexural Buckling
Fy | 235.359 N/mm2 |
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t | 12 mm |
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a | 60 mm |
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L | 239 mm |
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λ | ![]() |
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Required | Available | Control |
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≤0.70 | 0.29 | √ |
Plate Flexural Yield
dp | 278.6 mm |
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Fy | 235.359 N/mm2 |
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tp | 12 mm |
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a | 112.95 mm |
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Rn | ![]() |
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Rn / Ω | ![]() |
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Required | Available | Ratio | Control |
---|---|---|---|
24.138 kN | 213.295 kN | 0.113 | √ |
Weld Strength at Support
Fe | 480000 kN/m2 |
in | The weld thickness taken from the combination menu is 0.707 * w value. 9 / 0.707 = 12.73 mm |
Fu | 362.846 N/mm2 |
t | 12 mm |
Rnw | ![]() |
RnBM | ![]() |
Rn | ![]() |
Rn / Ω | ![]() |
Required | Available | Ratio | Control |
---|---|---|---|
0.015 kN/m | 1306.245 kN/m | 1.15 * 10 (-5) | √ |