A sloped steel framing connection details a shear plate joined to a beam web with a minimum angle restriction of thirty degrees. Stiffener plates align with the top and bottom of the shear plate, sized and welded per structural schedules. Complete joint penetration welds secure the angled member, while fillet welds tie the connection components together.
SEE SCHEDULE TOP & BOTTOM TO STIFFENER PL OF SHEAR PL CP SEE SCHEDULE FOR WELD SIZE θ B θ ≥30°
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