ANSI/AISC 360-16 Specs. pp. 195 has shear in Machin bolts at 60% of Fy.
It has solved examples too. And is free to download at, ANSI/ AISC
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EDIT
After OP's comments
If you are trying to find out how much your frame can support, starting from the beam it can very roughly support a uniformly distributed load of 3500kg/m meaning each end will receive only 7700kg.
Then you have to make sure the columns are laterally braced or supported against buckling and verify their load capacity.
The bolt groups under moment need to be calculated for rotation due to the torque as well as shear.
Foundation needs to be designed too.
More importantly, you have to know what will be the function of this frame, is it supporting any lateral loads like wind load, is it in a critical location?
Then we can apply appropriate load combinations and safety factors.