Structural · S-EZ8NV

Typical Joist Bearing at Masonry Wall

Materials

Concrete Reinforced Concrete Steel Masonry / CMU Metal (misc.)

Elements

Beams Walls Floors / Slabs Decks Anchors / Embeds Connections / Plates Reinforcing

Connections

Welded Connection Deck Attachment Embed Plate

About this detail

An open-web steel joist bears onto a reinforced masonry wall with a continuous L5x3x1/4 bearing angle running parallel to the deck flutes, anchored by 3/8-inch by 8-inch by 0-foot-4-inch embed plates with two 3/4-inch diameter by 5-inch heavy-duty stud anchors spaced at 32 inches on center with a minimum of two between joists. The joist seats are welded to the bearing assembly with fillet welds sized at 1/8 inch for K-joists or 1/4 inch for LH-joists. Two continuous reinforcing bars match the horizontal wall reinforcement at the joist bearing, supplemented by one continuous bar at the deck bearing. A separate Section A-Top and Bottom details a 3/8-inch by 4-5/8-inch by 0-foot-5-inch weld plate welded on each side with 5/16-inch fillet welds.

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