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

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smin ≥ 3d       

AISC 360-16 J3.3

 

 

s

79.5 mm

 

 

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

 

 

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

 

 

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

 

 

a

6 mm

 

amin

3.5 mm

Table J2.4

Erection Stability

L≥ hb /  2

 

 

L

239 mm

 

 

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

68.159 kN

185.487 kN

0.367

Bolt Bearing on Angle at Beam

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