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How does ideCAD design single angle connection according to AISC 360-16?

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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.

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.

Weld Size

The minimum size of fillet welds is checked according to AISC 360-16 Table J2.4

Erection Stability

Strength Checks

Angle Shear Yield

In the case of the block shear limit state, the gross area yielding of the tensile plane is checked according to 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.

Beam Shear Rupture

In the case of the block shear limit state, the net area rupture of the tensile plane of the connection part 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.

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Angle Shear Rupture at Beam

In the case of the block shear limit state, the net area rupture of the tensile plane of the connection part 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.

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Ag	Mathinline body --uriencoded--$$ \normalsize A_%7Bg%7D = (2 \times 79.5 +40) \times 12 = 2388 \; \; \mathrm%7Bmm%5e2%7D $$
Anv	Mathinline body --uriencoded--$$ \normalsize A_%7Bnv%7D = ((2 \times 79.5+40)-2.5 \times 24) \times 12 = 1668 \; \; \mathrm%7Bmm%5e2%7D $$
Ant	Mathinline body --uriencoded--$$ \normalsize A_%7Bnt%7D = 12 \times(50.75-0.5 \times 24) = 465 \; \; \mathrm%7Bmm%5e2%7D $$
Fy	235.359 N/mm2
Fu	362.846 N/mm2
Ubs	1.0
	Mathinline body --uriencoded--$$ \normalsize U_%7Bbs%7D F_u A_%7Bnt%7D = 1 \times 362.846 \times 10%5e%7B-3%7D \times 465 = 168.72 $$ Mathinline body --uriencoded--$$ \normalsize 0.6 F_%7Bu%7D A_%7Bnv%7D = 0.6 \times 362.846 \times 10%5e%7B-3%7D \times 1668 = 363.136 $$ Mathinline body --uriencoded--$$ \normalsize 0.6 F_%7By%7D A_%7Bg%7D = 0.6 \times 235.359 \times 10%5e%7B-3%7D \times 2388 = 337.222 $$
Rn Image Removed	Mathinline body --uriencoded--\begin%7Baligned%7D \normalsize R_n = \mathrm%7Bmin%7D \left[\begin%7Bmatrix%7D 0.6F_uA_%7Bnv%7D \\0.6F_yA_%7Bg%7D \end%7Bmatrix%7D\right] \end%7Baligned%7D + U_%7Bbs%7DF_uA_%7Bnt%7D Mathinline body --uriencoded--\normalsize R_%7Bn%7D =337.222+168.72=505.942	AISC 360-16 J4-5
Rn / Ω	Mathinline body --uriencoded--\normalsize R_n/ \Omega = 505.942/2 =252.971 \; \; \mathrm%7BkN%7D

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Bolt Bearing on Angle at Beam

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