How does ideCAD design single plate connection according to AISC 360-16?
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The distance between the centers of bolts is checked in accordance with per AISC 360-16.
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.
Lev ≥ Le-min | AISC 360-16 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
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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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