Bolt and weld capacity per AISC 360-22, ASD and LRFD side by side, using the simplified coefficients from AISC's Basic Design Values quick-reference card. Different from Detailer Tools: those are arithmetic estimating aids — these compute real (simplified) structural capacity values, so they carry a stronger caveat.
Tension, shear, bearing, tearout, and slip resistance for a single bolt — Groups 120/144/150/200, N or X, single or double shear.
Fillet shear, PJP groove tension, and groove compression — per inch and total, weld metal vs base metal, governing value shown.
Verify with project engineer, contract documents, and applicable code/specification. Preliminary/field-reference values only — not a substitute for a licensed engineer’s design. Does not check bolt spacing, edge distance, block shear, prying action, weld access holes, ply-thickness limits, or any other requirement of a complete connection design — see AISC Specification Chapter J.
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