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Connection Geometry
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Geometry Checks
Horizontal Edge Distance
Leh ≥ Le- min | ÇYTHYEDY 13.3.7 |
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Leh | 72 mm | L eh ≥ 2d = 2 * 30 = 60 mm conformity check for application | √ |
Le- min | 48 mm | Minimum distance check according to Table 13.9 | √ |
Vertical Edge Distance
Lev ≥ Le- min | ÇYTHYEDY 13.3.7 |
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Lev | 72 mm | L eh ≥ 2d = 2 * 30 = 60 mm conformity check for application | √ |
Le- min | 48 mm | Minimum distance check according to Table 13.9 | √ |
Beam
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Web to End Plate Weld Size
a ≥ amin |
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a | 5 mm |
| √ |
amin | 3.5 mm | Table 13.4 | √ |
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Stiffener to Beam Flange Weld Size
a ≥ amin |
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a | 5 mm |
| √ |
amin | 3.5 mm | Table 13.4 | √ |
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Stiffener to End Plate Weld Size
a ≥ amin |
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a | 5 mm |
| √ |
amin | 3.5 mm | Table 13.4 | √ |
Continuity Plate
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to Column Flange Weld Size
a ≥ amin |
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a | 8 mm |
| √ |
amin | 4 mm | Table 13.4 | √ |
Continuity Plate
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to Column Web Weld Size
a ≥ amin |
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a | 8 mm |
| √ |
amin | 4 mm | Table 13.4 | √ |
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Connection Detail Application Limits (TBDY Table 9B.1)
Beam span / Beam cross-section height | 9144 mm /450 mm=20.32 | ≥7.0 |
Butt End plate thickness, tp | 30 mm | 12≤t p ≤40 |
Head Flange plate width, bp | 298 mm | 160≤ b p ≤ 300 |
Horizontal distance between bolts, g | 154 mm | 100≤g≤155 |
pfi | 72 mm | 45≤p fi ≤140 |
pfo | 72 mm | 45 p fo ≤145 |
Beam cross-section height, db | 450 mm | 270≤ d b ≤ 610 |
Beam head flange thickness, tbf | 15 mm | 10≤t bf ≤25 |
Column cross-section height | 650 | ≤ 920 mm |
Bolt class | 10.9 | 8.8 - 10.9 |
Min yield stress of the frontal End plate material | 275 MPa | 235 /275/355 MPa |
Title Flange plate weldingweld | CJP | CJP |
Strength
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Checks
Bolt diameter
Muc | 803.836 kNm | AISC 358-16 (6.8-3) |
Ft | 750000 kN/m2 |
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ho |  |
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x h1 |  |
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db |  |
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Required | ReadyAvailable | RateRatio | Control |
|---|---|---|---|
29.52 mm | 36 mm | 0.820 | √ |
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End Plate Thickness
Muc | 803.836 kNm | AISC 358-16 (6.8-5) |
Fyp | 275000 kN/m2 |
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s |  |
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Yp |  |
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Yp |  |
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tp |  |
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Required | ReadyAvailable | RateRatio | Control |
|---|---|---|---|
27.027 mm | 30 mm | 0.901 | √ |
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End Plate
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Stiffener Thickness
tbw | 9 mm | AISC 358-16 (6.8-9) |
Fyb | 275000 kN/m2 |
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Fys | 275000 kN/m2 |
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ts | 12 mm |
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Required | ReadyAvailable | RateRatio | Control |
|---|---|---|---|
9 mm | 12 mm | 0.750 | √ |
End Plate Stiffener Local Buckling
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hs | 144 mm | AISC 358-16 (6.8-10) |
ts | 12 mm |
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ISE | 205939650 kN/m2 |
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Fys | 275000 kN/m2 |
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Required | ReadyAvailable | Rate | Control |
|---|---|---|---|
12 | 15.325 | 0.783 | √ |
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Stiffener to Beam Flange Weld Size
Fys | 275000 kN/m2 | AISC DG 4-2 nd 3.2.10 |
ts | 12 mm |
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Fe | 490000 kN/m2 |
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inw |  |
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Required | ReadyAvailable | RateRatio | Control |
|---|---|---|---|
6.35 | 7.072 | 0.898 | √ |
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Stiffener to End Plate Weld Size
Fys | 275000 kN/m2 | AISC DG 4-2 nd 3.2.10 |
ts | 12 mm |
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Fe | 490000 kN/m2 |
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inw |  |
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Required | ReadyAvailable | RateRatio | Control |
|---|---|---|---|
6.35 | 7.072 | 0.898 | √ |
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Bolt Shear at Support
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Ab |  |
Fn |  |
Rn |  |
ΦRn | 
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Required | Ready | RateRatio | Control |
|---|---|---|---|
214.84 kN | 1648.959 kN | 0.130 | √ |
Bolt
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Bearing on End Plate
dh | 36+3=39 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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ΦRn |  |
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Required | Ready | RateRatio | Control |
|---|---|---|---|
214.84 kN | 3307.716 kN | 0.065 | √ |
Bolt
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Bearing on Column Flange
db | 36 mm |
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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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ΦRn |  |
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Required | ReadyAvailable | RateRatio | Control |
|---|---|---|---|
214.84 kN | 3953.318 kN | 0.054 | √ |
Beam
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Web to End Plate Weld Size
Fyp | 275000 kN/m2 | AISC 358-16 (6.7.6) 3 |
tbw | 9 mm |
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Fe | 490000 kN/m2 |
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inw |  |
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Required | ReadyAvailable | RateRatio | Control |
|---|---|---|---|
4.763 mm | 7.072 mm | 0.673 | √ |
Column
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Flange Thickness
Muc | 803.836 kNm | AISC 358-16 (6.8-13) |
Fyp | 275000 kN/m2 |
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s |  |
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c |  |
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And Yc |  |
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And Yc |  |
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tcf |  |
Required | ReadyAvailable | RateRatio | Control |
|---|---|---|---|
25.336 mm | 31 mm | 0.817 | √ |
Column Panel
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Zone Shear
P r | 429,124 kN | ÇYTHYEDY 13.29a |
Py |  |
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F y | 275000 kN/m2 |
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A g | 28634.759 mm2 |
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d c | 650 mm |
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tw | 16 mm |
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Rn |  |
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ΦRn |  |
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Required | ReadyAvailable | RateRatio | Control |
|---|---|---|---|
1636.918 kN | 1716 kN | 0.954 | √ |
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Shear Zone Thickness(??)
tmin ≥u / 180 |  | TBDY 2018 9.3.4.2b |
tmin = t w | 16 mm |
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tw | 16 mm |
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u | 2016 mm |
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Required | ReadyAvailable | RateRatio | Control |
|---|---|---|---|
11.2 mm | 16 mm | 0.700 | √ |