How does ideCAD design single plate connection according to AISC 360-16?
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smin ≥ 3d | AISC 360-16 J3.3 |
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s | 79.5 mm |
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d | 20 mm | s =79.5 mm > smin = 3*20=60 mm | √ |
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 |
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Leh | 40 mm | Leh ≥ 2d = 2 * 20 = 40 mm conformity check for application | √ |
Le-min | 26 mm | Minimum distance check according to AISC 360-16 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.
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w ≥ wmin | AISC 360-16 Table J2.4 |
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w | 12.73 mm |
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wmin | 5 mm | AISC 360-16 Table J2.4 | √ |
Erection Stability
L≥ hb/2 |
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L | 239 mm |
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hb | 248.6 mm | L=239 > 248.6/2=124.3 mm | √ |
Strength Checks
Bolt Shear at Beam
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Required | Available | Check | Result |
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34,318 kN | 56,549 kN | 0.607 | √ |
Bolt Bearing on Beam
Bearing strength limit states of the plate that are “shear tear out” and “ovalization of bolt hole” for both end and inner bolts are checked according to AISC 360-16.
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Required | Available | Check | Result |
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68,159 kN | 185,487 kN | 0.367 | √ |
Bolt Bearing on Plate
Bearing strength limit states of the connection plate that are “shear tear out” and “ovalization of bolt hole” for both end and inner bolts are checked according to AISC 360-16.
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Required | Available | Check | Result |
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68,159 kN | 284,75 kN | 0.239 | √ |
Plate Shear Yield
In the case of the block shear limit state, the gross area yielding of the tensile plane is checked according to AISC 360-16.
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Required | Available | Check | Result |
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68,159 kN | 270 kN | 0.252 | √ |
Beam Shear Rupture
In the case of the block shear limit state, the net area rupture of the tensile plane of the connection part is checked according to AISC 360-16.
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Required | Available | Check | Result |
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68,159 kN | 176.213 kN | 0.387 | √ |
Plate Shear Rupture
In the case of the block shear limit state, the net area rupture of the tensile plane of the connection part is checked according to AISC 360-16.
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Required | Available | Check | Result |
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68,159 kN | 218.143 kN | 0.312 | √ |
Plate Block Shear Rupture
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Required | Available | Check | Result |
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68,159 kN | 229.569 kN | 0.297 | √ |
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 | Check |
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≤0.70 | 0.17 | √ |
Plate Flexural Yield
dp | 239 mm |
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Fy | 235.359 N/mm2 |
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tp | 12 mm |
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a | 60 mm |
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Rn |  |
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Rn / Ω |  |
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Required | Available | Check | Result |
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68,159 kN | 223.92 kN | 0.304 | √ |
Weld Strength at Support
w | 12.73 mm |
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FE | 480 N/mm2 |
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l | 239 mm |
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e | 60 mm |
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Rn |  |
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Rn / Ω |  |
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