How does ideCAD design single plate connection according to AISC 360-16?
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smin ≥ 3d | AISC 360-16 Table 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
Leh ≥ Le-min | AISC 360-16 Table 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
Lev ≥ Le-min | AISC 360-16 Table J3.4 |
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Lev | 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 | √ |
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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
The calculation is made using the Elastic method, one of the methods selected in the steel analysis settings tab. For the details of this check, AISC Manual 14th 7-8 is used as a reference.
In this check, the operation is performed on half of the symmetry axis, and it is calculated to form a force pair with the required force.
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Required | Available | Check | Result |
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34,318 kN | 56,549 kN | 0.607 | √ |
Bolt Bearing on Beam
dh | 20+2=22 mm |
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Lc,edge |
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Rn |
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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 | Available | Check | Result |
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68,159 kN | 185,487 kN | 0.367 | √ |
Bolt Bearing on Plate
dh | 20+2=22 mm |
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Lc,edge |
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Rn | AISC 360-16 J3-6a | |
Rn-edge |
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Lc,spacing |
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Rn-spacing |
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Rn |
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R n / Ω |
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