Double angle web members connect to a bottom truss chord formed by a WT shape at a designated work point. The web angles are welded with specified fillet weld sizes and minimum lengths on both near side and far side. Centroid alignments are marked for the double angles and the WT section to maintain concentric loading. A three and one-half inch clearance is maintained between adjacent web members.
BOTTOM TRUSS CHORD PER ELEVATION W.P. 1/4 NS & FS - TYP. DOUBLE ANGLE PER ELEV. AS APPLICABLE DOUBLE ANGLE PER ELEV. AS APPLICABLE CENTROID OF DOUBLE ANGLE CENTROID OF WT CENTROID OF DOUBLE ANGLE 6" MIN. 5/16 4" MIN. NS & FS DOUBLE ANGLE PER ELEV. 3 1/2"
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