S e c t i o n 5 - P a g e 4 May 2013 #5 #6 #7 #8 #10 Nominal Diameter E 5 / 8 " (15 mm) 3 / 4 " (19 mm) 7/8" (22 mm) 1" (25 mm) 1 1 / 4 " (32 mm) Thr ead Diameter F 3 / 4 " (19.0 mm) 7 / 8 " (22.2 mm) 1" (25.4 mm) 1 1 / 8 " (28.6 mm) 1 3 / 8 " (34.9 mm) Cr oss-Sectional Ar ea F 0.31 in 2 200 mm 2 0.44 in 2 285 mm 2 0.60 in 2 385 mm 2 0.79 in 2 500 mm 2 0.1.20 in 2 800 mm 2 #5 #6 #7 #8 #10 Y ield Str ength min. 23,000 lbs (100 kN) 33,150 lbs (145 kN) 45,100 lbs (200 kN) 58,900 lbs (260 kN) 90,000 lbs (408 kN) Ultimate Str ength 28,800 lbs (130 kN) 41,300 lbs (188 kN) 56,300 lbs (255 kN) 73,800 lbs (335 kN) 112,500 lbs (510 kN) Nominal W eight 1.04 lbs/ft (1.55 kg/m) 1.50 lbs/ft (2.36 kg/m) 2.0 lbs/ft (3.04 kg/m) 2.7 lbs/ft (3.93 kg/m) 3.4 lbs/ft (5.06 kg/m) Ultimate Axial Strain 5to 8typical Cold Rolled Thr eads 5 thr eads per inch for all bar sizes This bar exceeds the physical pr operties of ASTM A615 All Thr ead Rebar (Grade 690) Nominal 5 / 8 " (15 mm) thr ough 1 1 / 4 " (32 mm) Dimensions T echnical Data Har dwar e www .dsiundergr ound.com Hex Nut Hemispherical (Anchor) Nut Coupler