Angle is in compression or tension 1

[A.F]

Angle is in compression or tension
Splicing plate/cleat was checked for bearing,etc as per AISC BOLTS M16
But in factory the plate was chamfered as shown.
What will be the effects on plate/bolts capacities
Can AISC EQUATIONS STILL be used

 

[MIStructE_IRE]

I’m lost..

 

[KootK]

1) I would guess tension as that looks a lot like a truss top chord joint to me. Have a knowledgeable colleague confirm that though.

2) AISC checks will still apply with the chamfer but you'll have to re-evaluate your edge distances for bolt tear out etc.

 

[r13]

The OP is concerned with the chamfer on the connection plate, that is required to eliminate the conflict with the diagonally placed angle. The critical plane of the connection plate is through the bolt line in direction of the force, so the chamfer has no effect, provides the edge distance of the nearby bolt hole can be maintained.

 

[A.F]

Kootk
As attached at top the vertical and diagonal satisfies 1.5d
1_can usual AISC EQUATIONS be used AS for tge liwer hole case
2_ What about whitmore section or stress concentration at the corner of chamfer

 

[A.F]

r13
Actually as attached
The blue line satisfies minimum edgec distance
Yellow line does not, less than 1.5d
So edge distance for the complete hole in the direction of force not satisfied

 

[r13]

Is this you were thinking?

 

[A.F]

This whitmore section one of the concerns

 

[r13]

Check this out. See the highlight text.

 

[r13]

This paper is a little lengthy, but useful to your situation, concerning bolt tear out strength. Link

 

[A.F]

Great I will have a look