Structural · S-GYEWC

Braced Frame Chevron Connection At Floor Beam

Materials

Concrete Steel Masonry / CMU Metal (misc.)

Elements

Columns Beams Roofs Floors / Slabs Decks Foundations / Footings Bracing Millwork / Casework Anchors / Embeds Connections / Plates

Connections

Braced Frame Connection Shear Tab / Single Plate Gusset Plate Base Plate / Anchorage Bracing Connection Welded Connection

About this detail

A buckling restrained brace connects to a steel beam and column via a steel gusset plate, with web stiffeners and erection angles added as required by the brace supplier. All welds designated as type A are designed and detailed by the brace supplier, utilizing 5/16 inch fillet welds on three sides typical. The steel beam ties into the concrete over metal floor deck as specified on plan. Additional bracing components are coordinated with the structural framing schedule.

3" CLR 2" CLR 1'-8" 6" 1'-8" 6" CONCRETE BLOCKOUT SHEAR LUG, SEE BRACED FRAME COLUMN SCHEDULE RATHOLE PER DETAIL B5/S202 SHORT OF RATHOLES (5/16" MINIMUM) WEB THICKNESS - 1/16" TERMINATE WELD 1/4" BRACED FRAME COLUMN, SEE PLAN AND SCHEDULE BUCKLING RESTRAINED BRB BRACE, BY BRACE SUPPLIER CONCRETE BLOCKOUT SEE PLAN AND SCHED CONCRETE FOOTING, DEMAND CRITICAL WELD #3 TIES AT 8" O.C. EACH SIDE OF COLUMN BASE #5 TIES AT 6" O.C. GREASE TOP 12" OF ANCHOR ROD AND WRAP W/ BUILDING PAPER OR APPROVED BOND BREAKER DOUBLE ASTM A563 HEAVY HEX NUTS 2" NON-SHRINK GROUT HEAVY HEX NUT WITH 5/16" HARDENED WASHER, SEE GENERAL STRUCTURAL NOTES SEE BRACED FRAME STEEL BASE PLATE, A A A A COLUMN SCHEDULE WEB STIFFENER, WHEN REQUIRED BY BRACE SUPPLIER ERECTION ANGLE, (WHEN REQ'D BY BRB SUPPLIER). A A TYP DEMAND CRITICAL WELD WEB THICKNESS - 1/16" (5/16" MINIMUM) AT EACH ANCHOR AT BRB CASING AS REQ'D BY BRB SUPPLIER A: ALL WEALDS DESIGNATED AS TYPE "A" SHALL BE DESIGNED AND DETAILED BY BRB SUPPLIER 08003_S-202 B1 BRACED FRAME CHEVRON CONNECTION AT ROOF BEAM BUCKLING RESTRAINED BRB BRACE, BY BRACE SUPPLIER A A STEEL GUSSET PLATE, SEE SCHEDULE-TYPICAL ERECTION ANGLE, (WHEN REQ'D BY BRB SUPPLIER) WEB STIFFENERS WHEN REQUIRED BY BRACE SUPPLIER TYP A A STEEL BEAM, SEE PLAN AND ELEVATION (3) SIDES TYP 5/16 5/16 A: ALL WEALDS DESIGNATED AS TYPE "A" SHALL BE DESIGNED AND DETAILED BY BRB SUPPLIER NO SCALE 08003_S-202 B2 BRACED FRAME CHEVRON CONNECTION AT FLOOR BEAM STEEL BEAM, SEE PLAN BUCKLING RESTRAINED BRB BRACE, BY BRACE SUPPLIER A A A A AND ELEVATION STEEL GUSSET PLATE, SEE SCHEDULE-TYPICAL ERECTION ANGLE, (WHEN REQ'D BY BRB SUPPLIER) CONCRETE OVER METAL FLOOR DECK, SEE PLAN WEB STIFFENERS WHEN REQUIRED BY BRACE SUPPLIER TYP A A (3) SIDES TYP 5/16 5/16 A: ALL WEALDS DESIGNATED AS TYPE "A" SHALL BE DESIGNED AND DETAILED BY BRB SUPPLIER NO SCALE 08003_S-202 B3 BRACED FRAME CONNECTION AT FLOOR BEAM WITH DRAG CONNECTION A1 S602 A1 S602 B5 S202 SIM BRACED FRAME COLUMN, SEE PLAN AND SCHEDULE A A A A A A STEEL GUSSET PLATE, SEE SCHEDULE - TYPICAL A A A A A A CONCRETE OVER METAL FLOOR DECK, SEE PLAN STEEL BEAM, SEE PLAN CONTINUITY PLATE TOP AND BOTTOM TO MATCH BEAM THICKNESS AND ELEVATION 5/16 ERECTION ANGLE, (WHEN REQ'D BY BRB SUPPLIER) BUCKLING RESTRAINED BRB BRACE, BY BRACE SUPPLIER 1.1/2"x1.1/2" SNIP IN GUSSET -TYP W1 SEE A1/S602 3" 3/8 CJP CJP NO SHEAR TAB REQ'D A: ALL WEALDS DESIGNATED AS TYPE "A" SHALL BE DESIGNED AND DETAILED BY BRB SUPPLIER NO SCALE 08003_S-202 B4 BEAM CONNECTION TO STEEL COLUMN WITH DRAG CONNECTION A1 S602 A1 S602 STEEL BEAM, SEE PLAN SEE A1/S602 5/16 W1 AND ELEVATION STEEL BEAM, SEE PLAN AND ELEVATION BRACED FRAME COLUMN, SEE PLAN AND SCHEDULE NO SCALE 08003_S-202 13816-S202_C4

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