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GEOMETRY CHECKS
Horizontal Edge Distance
The distance from the center of the hole to the edge of the connected part in the horizontal direction is checked per AISC 360-16.
Leh ≥ Le-min | AISC 360-16 J3.4 |
|
|
Leh | 55 mm | Leh ≥ 2d = 2 * 24 = 48 mm conformity check for application | √ |
Le- min | 30 mm | Minimum distance check according to Table J3.4 | √ |
Vertical Edge Distance
The distance from the center of the hole to the edge of the connected part in the vertical direction is checked per AISC 360-16.
Lev ≥ Le-min | AISC 360-16 J3.4 |
|
|
Lev | 51.519 mm | L eh ≥ 2d = 2 * 24 = 48 mm conformity check for application | √ |
Le-min | 32 mm | Minimum distance check according to Table J3.4 | √ |
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Weld Size
The minimum size of fillet welds is checked according to AISC 360-16 Table J2.4
w ≥ wmin | AISC 360-16 J2.4 |
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|
w | 8.487 mm |
| √ |
wmin | 5 mm | Table J2.4 | √ |
STRENGTH CHECKS
Bolt Tension at Support
Bolt tensile strength is checked due to axial force and bending moment interaction effect.
Ft | 750000 kN/m2 |
|
Ab |  | AISC DG-4-2nd 3.7 |
Pt |  |
|
h0 | 473.038 mm |
|
h1 | 315.271 mm |
|
dm | 394.154 mm |
|
Mreq | 119.655 kNm |
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Nreq | -27.504 kN |
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Rreq |  |
|
Rn |  |
|
ΦRn |  |
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Required | Available | Ratio | Control |
|---|---|---|---|
289.822 kN | 1017.876 kN | 0.285 | √ |
End Plate Thickness
The required end plate thickness, tp, for four bolts stiffened end plate connection is checked according to AISC 358-16 §6.8
Ab | |
|
Pt | |
|
Mn |  | AISC 358-16 (6.8-5) |
Fyp | 235000 kN/m2 |
|
Yp | 2517.347 mm |
|
tp |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
28.921 mm | 30 mm | 0.964 | √ |
End Plate Shear Yield
The shear strength of connecting elements in shear is the minimum value obtained according to the limit states of shear yielding and shear rupture. Shear yielding is checked according to AISC 360-16.
Fyp | 235000 kN/m2 |
|
Ag |  | AISC 360-16 J4-3 |
dm | 394.154 mm |
|
Mreq | 119.655 kNm |
|
Nreq | -27.504 kN |
|
Rreq | |
|
Rn |  |
|
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
289.822 kN | 1776.6 kN | 0.163 | √ |
End Plate Shear Rupture
The shear strength of connecting elements in shear is the minimum value obtained according to the limit states of shear yielding and shear rupture. Shear rupture is checked according to AISC 360-16.
Fu | 360000 kN/m2 |
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An |  | AISC 360-16 J4-4 |
dm | 394.154 mm |
|
Mreq | 119.655 kNm |
|
Nreq | -27.504 kN |
|
Rreq | |
|
Rn |  |
|
ΦRn |  |
|
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