The drawing illustrates a beam-to-column connection featuring a glulam beam attached to a structural steel column. The assembly incorporates minimum PL10 plates welded onto the column, a PL8 minimum plate, a PL16 plate, and countersunk bolts arranged in a grid pattern. A corresponding cross-section detail shows the internal plate configuration within the glued-laminated timber beam.
GL BEAM PL16 DABBED IN BOLT COUNTERSUNK GL BEAM PL8 MIN BOLT COUNTERSUNK 1 1 100 100 100 100 50 MIN 200 PL8 MIN HSS COLUMN MIN PL10 WELDED ONTO COLUMN PL 16 20 50 100 100 100 PLAN SECTION COLUMN MIGHT CONTINUE SEE PLAN, VARIES
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