A reinforcing bar runs parallel to a flat steel plate and connects via a longitudinal weld with a throat thickness equal to zero point two times the bar diameter. The maximum angular deviation between the bar and plate is fifteen degrees. A companion schedule correlates bar sizes ranging from number three through number eleven with their required weld lengths. Dual views illustrate both the longitudinal profile and the cross-sectional geometry of the weld configuration.
BAR PARALLEL TO PLATE BAR SIZE WELD LENGTH #3 #4 #5 #6 #7 #8 #9 #10 #11 1 1/4" 1 3/4" 2 1/4" 2 3/4" 3 3/4" 5" 6 1/4" 8" 9 3/4" tw = 0.2db db WELD LENGTH STEEL PLATE 0.2db, TYP 15° MAX
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