Connection Design

ALL$-$BOLTED DOUBLE$-$ANGLE CONNECTIONS $($BEAMS$-$TO$-$GIRDER WEB$)$

The Single$-$Plate Connection was used here because the independent erections of the beams Design the all$-$bolted double$-$angle connections between the ASTM A$992$ W$1657$ beam $($A$)$ and ASTM A$992$ W$1645$ beam $($B$)$ and the ASTM A$992$ W$27\backslash$times $114$ girder$-$web