A skewed steel beam frames into a supporting column or beam at an angle ranging from thirty to sixty degrees using a shear tab connection. The connection utilizes a one-and-a-half-inch clearance and a full-height shear tab with a thickness sized per schedule. CJP welds are specified on three sides where applicable, with specific notes referencing alternate details for angles greater than sixty degrees.
SKEWED BEAM TO BEAM CONNECTION F SKEWED BEAM SEE PLAN BEAM SEE PLAN 1 1/2" CP 3 SIDES POSSIBLE (3" MAX) USE MIN DIM SEE SCHEDULE FOR FULL HEIGHT SHEAR TAB THICKNESS SKEWED BEAM TO COLUMN CONN G 1 1/2" CP SKEWED BEAM TYP SEE PLAN COLUMN SEE PLAN SEE DETAIL "D" FOR PL THICKNESS TOP & BOT 1 1/2" POSSIBLE (3" MAX) USE MIN DIM SEE NOTE 30° TO 60° SEE NOTE 30° TO 60° CP 3 SIDES NOTE: FOR ANGLE GREATER THAN 60º, USE DETAILS "B" & "D" NOTE: FOR ANGLE GREATER THAN 60º, USE DETAIL "A" SEE NOTE 30° TO 60°
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