Connection Geometry
Geometry Checks
Distance between bolts
smin ≥ 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
Leh ≥ Le-min | ÇYTHYEDY 13.3.7 |
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Leh | 40 mm | L eh ≥ 2d = 2 * 16 = 32 mm conformity check for application | √ |
Le-min | 22 mm | Minimum distance check according to Table 13.9 | √ |
Vertical Edge Distance
Lev ≥ Le-min | ÇYTHYEDY 13.3.7 |
|
|
Lev | 40 mm | L eh ≥ 2d = 2 * 16 = 32 mm conformity check for application | √ |
Le-min | 22 mm | Minimum distance check according to Table 13.9 | √ |
Weld Thickness
a ≥ amin | ÇYTHYEDY 13.3.7 |
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a | 5 mm |
| √ |
amin | 3.5 mm | Table 13.4 | √ |
Erection 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 Checks
Bolt Shear at Support
Ab |
| |
Fnv |
| |
Rn | ÇYTHYEDY 13.10b | |
Rn / Ω |
|
Required | Available | Ratio | Control |
---|---|---|---|
31.564 kN | 144,765 kN | 0.218 | √ |
Bolt Bearing on Support
dh | 16+2=18 mm |
|
Rn | ÇYTHYEDY 13.3.13 Equation 13.14a and13.14b | |
Lc,spacing |
| |
Rn-spacing |
| |
Rn / Ω |
|
Required | Available | Ratio | Control |
---|---|---|---|
31.564 kN | 197,853 kN | 0.160 | √ |
Bolt Bearing on Plate
dh | 16+2=18 mm |
|
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 |
---|---|---|---|
31.564 kN | 334,399 kN | 0.094 | √ |
Beam Shear Yield
Ag |
| |
Fy | 235.359 N/mm2 |
|
Rn | ÇYTHYEDY 13.17 | |
Rn / Ω |
|
Required | Available | Ratio | Control |
---|---|---|---|
31.564 kN | 122,166 kN | 0.258 | √ |
Plate Shear Yield
Ag |
| |
Fy | 235.359 N/mm2 |
|
Rn | ÇYTHYEDY 13.17 | |
Rn / Ω |
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Required | Ready | Ratio | Control |
---|---|---|---|
31.564 kN | 338.77 kN | 0.093 | √ |
Plate Shear Rupture
Anv |
| |
Fu | 362.846 N/mm2 |
|
Rn | ÇYTHYEDY 13.18 | |
Rn / Ω |
|
Required | Available | Rate | Control |
---|---|---|---|
31.564 kN | 287,374 kN | 0.110 | √ |
Plate Block Shear Rupture
Ag |
| |
Anv |
| |
Ae.g. |
| |
Fy | 235.359 N/mm2 |
|
Fu | 362.846 N/mm2 |
|
Ubs | 1 |
|
|
| |
Rn | ÇYTHYEDY 13.19 | |
Rn / Ω |
|
Required | Available | Ratio | Control |
---|---|---|---|
31.564 kN | 308,556 kN | 0.102 | √ |
Weld Strength
Fe | 480000 kN/m2 |
w | 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 |
Rnw | |
RnBM | |
Rn | |
Rn / Ω |
Required | Available | Ratio | Control |
---|---|---|---|
31.564 kN | 91.688 kN | 0.344 | √ |