Structural · S-35NJ2

Typical Cantilever Connection with Top Plate

Materials

Steel

Elements

Columns Beams Walls Connections / Plates

Connections

Shear Tab / Single Plate HSS Connection Welded Connection Bolted Connection Expansion / Slip Connection

About this detail

Framing connections occur between beams and HSS or pipe columns using shear plates, WT sections, and top plates sized per plan. The assembly includes field welds and shear tab connections tailored for square, rectangular, or round hollow structural sections. Notes reference schedule capacities and specific size limitations requiring alternate section details where minimum wall thickness is not met. Additional connection variations such as skewed beam shear plate connections and skewed bolted beam connections are also provided with corresponding weld schedules.

CL COL BEAM WHERE OCCURS PER PLAN COL CONTINUES AT SIM CAP PL TO MATCH COL WALL THICKNESS. CAP FLUSH W/ T/STL WT STEM OR TYP SHEAR PL CONN BEAM PER PLAN, TYP COL PER PLAN BEAM TO HSS OR PIPE COLUMN SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. CL COL & BEAM WHERE OCCURS TYP SHEAR PL CONN WHERE OCCURS TYPICAL SECTION AT HSS COLUMN (NOTE 4) 3 1/2" T/STL PER PLAN SECTION TYP SHEAR PL CONN WHERE OCCURS PER PLAN ANGLE TYPICAL SECTION AT PIPE OR ROUND HSS COLUMN CL COL & BEAM WHERE OCCURS TYP SHEAR PL CONN TYP SHEAR PL CONN WHERE OCCURS t t "t" PER SCHED "A", TYP FIELD WELDS (NOTE 6) NOTES: 1. ADDITIONAL INFORMATION PER TYPICAL SECTION, REFERENCE SCHEDULE "A" FOR CAPACITIES. 2. SINGLE PLATE SHEAR TAB CONNECTIONS ARE VALID FOR ALL SQUARE AND RECTANGLE HSS COLUMNS WITH MINIMUM WALL THICKNESS NOTED IN SCHEDULE "A" EXCEPT: - HSS9x__x1/4 - HSS10x__x1/4 - HSS12x__x1/4 - HSS12x__x5/16 - ALL HSS LARGER THAN 14x 3. FOR COLUMNS THAT DO NOT MEET THE SIZE REQUIREMENTS OF NOTE 2, USE ALTERNATE SECTION DETAIL BELOW. WT STEM THICKNESS PER SCHED "A", TYP EDGE OF FLANGE SHALL BE FLUSH W/ F/COL OR OVERRUN AS REQD CUT FLANGE TO PROVIDE 1/4" MIN FLAT BEYOND TOE OF WELD ALTERNATE SECTION AT HSS COLUMN TYP (NOTE 8) CL COL & BEAM WHERE OCCURS CL COL & BEAM WHERE OCCURS t "t" PER SCHED "A", TYP FIELD WELDS (NOTE 6) WT WHERE OCCURS WT WHERE OCCURS NOTES: 1. ADDITIONAL INFORMATION PER TYPICAL SECTION, REFERENCE SCHEDULE "A" FOR CAPACITIES. 2. WT SHEAR TAB CONNECTIONS ARE VALID FOR ALL SQUARE AND RECTANGLE HSS COLUMNS. USE TYPICAL SECTION DETAIL WHERE POSSIBLE. TYP SHEAR PL CONN t t "t" PER SCHED "A", TYP FIELD WELDS (NOTE 6) CL COL & BEAM WHERE OCCURS CL COL & BEAM WHERE OCCURS TYP SHEAR PL CONN WHERE OCCURS NOTE: CL COL & BEAM WHERE OCCURS NOTES: 1. ADDITIONAL INFORMATION PER TYPICAL SECTION, REFERENCE SCHEDULE "A" FOR CAPACITIES. 2. SINGLE SHEAR TAB CONNECTIONS ARE VALID FOR ALL PIPE AND ROUND HSS COLUMNS WITH MINIMUM WALL THICKNESS NOTED IN SCHEDULE "A". SKEWED BEAM SHEAR PLATE WELDING SCHEDULE ANGLE FROM PERPENDICULAR WELD TYPE WELD SIZE AS OS SHEAR PLATE THICKNESS: 5/16" 0º < 7.2º A 5/16 1/4 > 7.2º < 14.7º A 3/8 1/4 > 14.7º < 22.5º A 7/16 1/4 > 22.5º < 30.0º A 1/2 1/4 B PL5/16 5/16 (3/8) 3/16 > 30.0º < 45.0º AS OS WELD TYPE - A AS OS BTC-P4 MODIFIED WELD TYPE - B 45º MAX 3 1/2" PLAN & SCHED ANGLE FROM PERP PER PERP CL BEAM CL GIRDER/COL WP GIRDER WEB OR COL FLANGE WELD PER SCHED BEAM WEB 1. REFERENCE FOR SHEAR PLATE INFORMATION NOT NOTED. PROVIDE SHEAR PL5/16 MINIMUM. 2. PROVIDE STANDARD BOLT HOLES PER AISC, IN BEAM AND HORIZONTAL SHORT SLOTTED HOLE (SSL) IN CONNECTION PLATE. NOTES: SHEAR PL PER NOTE 1 6/S5.1 5/16 6 TYP 5/16 TYP CP, TYP AT BOT FLANGE 5/16 TYP CL BEAM NO WELD OVER TRANSVERSE BEAM PL=(BEAM FLANGE THICKNESS +1/8") x (BEAM FLANGE WIDTH - 3/4") BEAM PER PLAN, TYP ERECTION BOLTS AS REQD, TYP SHEAR PL DIMENSIONS PER , TYP BEAM PER PLAN FLANGE CONNECTION PLATE TO MATCH BEAM STEEL GRADE. NOTE: PER PLAN tf MIN 1'-0" T/STL PER PLAN 6/S5.1 SCALE: 3" = 1'-0" 5 SKEWED BOLTED BEAM CONNECTION

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