A structural beam frames into a steel column web with connecting plates and specified weld sizes. Section A-A indicates typical shop or field welds connecting the plates to the column flanges and web. Perpendicular framing is omitted for clarity, and weld lengths and sizes reference a separate schedule sheet.
AT COLUMN WEB SECTION A-A NOTES: 1. PERPENDICULAR FRAMING NOT SHOWN FOR CLARITY. 2. FOR SCHEDULE, WELD SIZE, AND WELD LENGTH REF. 3/S602 3. FOR INFORMATION NOT SHOWN ON "AT COLUMN WEB" REFERENCE TYPICAL CONDITION. 3/4" TYP. 3 1/2" TYP. A A "H" SCHEDULE ("X") REF. t1 t1 TYP. t2 t2 TYP. SHOP OR FIELD CL OF BEAM AND COL.
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