Single-plate beam shear splice

Design standard: AISC - AISC Manual 16th Part 10; AISC 360-22 J2, J3, J4; AISC Design Examples II.A-20 / II.A-21

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Design Parameters

Load cases at the splice

NameMoment (kNm)Shear (kN)Axial (kN)

Shear splice: the moment column is ignored; the eccentricity comes from the bolt / weld geometry.

Beam A (welded side for the bolted / welded splice)

Beam B

AISC Shapes Database v16.0.

Elevation

Section

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