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Joint Geometry
Connection Geometry
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Geometry
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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 |
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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 | √ |
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Weld Thickness
a ≥ amin | ÇYTHYEDY 13.3.7 |
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a | 5 mm |
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amin | 3.5 mm | Table 13.4 | √ |
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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
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Checks
Bolt Shear at Support
Ab |  |
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Fnv |  |
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Rn |  | ÇYTHYEDY 13.10b |
Rn / Ω |  |
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Required | ReadyAvailable | RateRatio | Control |
|---|---|---|---|
31.564 kN | 144,765 kN | 0.218 | √ |
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Bolt Bearing on Support
dh | 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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Rn / Ω |  |
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Required | ReadyAvailable | RateRatio | Control |
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31.564 kN | 197,853 kN | 0.160 | √ |
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Bolt Bearing on Plate
dh | 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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Rn / Ω |  |
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Required | ReadyAvailable | RateRatio | Control |
|---|---|---|---|
31.564 kN | 334,399 kN | 0.094 | √ |
Beam Shear
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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 | ReadyAvailable | RateRatio | Control |
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31.564 kN | 122,166 kN | 0.258 | √ |
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Plate Shear
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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 | Ready | RateRatio | Control |
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31.564 kN | 338.77 kN | 0.093 | √ |
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Plate Shear
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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 | ReadyAvailable | Rate | Control |
|---|---|---|---|
31.564 kN | 287,374 kN | 0.110 | √ |
Plate Block
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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 | one1 |
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Rn |  | ÇYTHYEDY 13.19 |
Rn / Ω |  |
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Required | ReadyAvailable | RateRatio | Control |
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31.564 kN | 308,556 kN | 0.102 | √ |
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Weld Strength
FeFe | 480000 kN/m2 |
inw | The weld thickness taken from the combination menu is 0.707 * w value. 5 / 0.707 = 7.07 mm |
FuFu | 362.846 N/mm2 |
t | 6.2 mm |
l | 135.856 mm |
Rnw |  |
RnBM |  |
RnRn |  |
Rn / Ω |  |
Required | ReadyAvailable | RateRatio | Control |
|---|---|---|---|
31.564 kN | 91.688 kN | 0.344 | √ |
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