How does ideCAD design single angle 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 | 50.75 mm | Leh ≥ 2d = 2 * 20 = 40 mm conformity check for application | √ |
Le-min | 26 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 |
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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 Table J3.4 | √ |
Weld Size
The minimum size of fillet welds is checked according to AISC 360-16 Table J2.4
a ≥ amin | AISC 360-16 Table J2.4 |
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a | 6 mm |
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amin | 3.5 mm | 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
Angle Shear Yield
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Required | Available | Check | Result |
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68.159 kN | 185.487 kN | 0.367 | √ |
Bolt Bearing on Angle at Beam
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Fe | 480000 kN/m2 | ||||
w | The weld thickness taken from the combination menu is 0.707 * w value. 6 / 0.707 = 8.487 mm | ||||
Fu | 362.846 N/mm2 | ||||
t | 12 mm | ||||
Rnw |
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RnBM |
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Rn |
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R n / Ω  |
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Required | Available | Check | Result |
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248.654 kN/m | 864 kN/m | 0.288 | √ |
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