3003 W CASINO RD BASE FILE 2025-01-31

Anchor Fastening Technical Guide, Edition 19 Table 5- Load adjustment factors for 1/4-in.diameter Hilti KWIK HUS-EZ I and KWIK HUS-EZ E in uncracked concrete',' Edge distance in shear Spacing factor Edge distance Spacing factor II to and away Conc.thickness 1/4-in.KH-EZ in tension factor in tension in shear' 1 toward edge from edge factor in shear° uncracked concrete f AN J{RN f AV f Rv f Rv f HV Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 hnom (mm) (41) (64) (41) (64) 1 (41) (64) 1 (41) (64) (41) (64) (41) (64) 1-1/2 (38) 0.71 0.63 0.78 0.65 0.59 0.56 0.40 0.21 0.78 0.42 n/a n/a (D 2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.61 0.33 1.00 0.65 n/a n/a rU 2-1/2 (64) 0.85 0.72 0.90 0.65 0.60 0.86 0.46 0.90 n/a n/a Z3 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a c 0 3-1/4 (83) 0.96 0.78 0.70 0.63 0.68 0.88 n/a 3-1/2 (89) 0.99 0.80 1 0.71 1 0.64 0.76 0.92 n/a E 4 (102) 1.00 0.85 0.74 0.66 1 0.92 0.98 n/a c 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 m 4-1/2 (114) 0.89 0.77 0.68 1.00 0.84 rn 5 (127) 0.93 0.80 0.70 0.89 aa) y 5-1/2 (140) 0.98 0.83 0.72 0.93 Y 6 (152) 1.00 1 0.86 0.74 0.97 7 (178) 0.92 0.78 1.00 8 (203) 0.98 0.82 rn 9 (229) 1.00 0.86 c Ca 10 (254) 0.89 11 (279) 0.93 12 (305) 0.97 14 (356) 1 1.00 Table 6-Load adjustment factors for 1/4-in.diameter Hilti KWIK HUS-EZ I and KWIK HUS-EZ E in cracked concrete'z Edge distance in shear Spacing factor Edge distance Spacing factor II to and away Conc.thickness 1/4-in.KH-EZ in tension factor in tension in shear' 1 toward edge from edge factor in shear' cracked concrete f AN f RN f AV f Rv f Rv f HV Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 hnom (mm) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) 1-1/2 (38) 0.71 0.63 0.88 0.65 0.59 0.56 0.40 0.21 0.80 0.43 n/a n/a 2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.62 0.33 1.00 0.66 n/a n/a N 2-1/2 (64) 0.85 0.72 0.90 0.65 0.60 0.87 0.46 0.90 n/a n/a 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a 0 3-1/4 (83) 0.96 1 0.78 0.70 0.63 0.68 0.89 n/a 3-1/2 (89) 0.99 1 0.80 0.71 0.64 0.76 0.92 n/a E 4 (102) 1.00 0.85 0.74 0.66 0.93 0.98 n/a 4-1/8 (105) 0.86 1 0.75 1 0.66 0.97 1.00 0.81 ca '- 4-1/2 (114) 0.89 0.77 0.68 1.00 0.85 N 5 (127) 0.93 0.80 0.70 0.89 5-1/2 (140) 0.98 0.83 0.72 1 1 0.93 s 6 (152) 1.00 0.86 0.74 0.98 7 (178) 0.92 0.78 1.00 a 8 (203) 0.98 0.82 9 (229) 1.00 0.86 10 (254) 0.90 11 (279) 0.94 12 (305) 0.98 14 (356) 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors(e.g.for a 4 anchor pattern in a corner with thin concrete member)the design can become very conservative. To optimize the design,use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear,f Av,assumes an influence of a nearby edge.If no edge exists,then f Av=fAN. 4 Concrete thickness reduction factor in shear,f Rv,assumes an influence of a nearby edge.If no edge exists,then f Rv=1.0. O If a reduction factor value is in a shaded cell,this indicates that this specific edge distance may not be permitted with a certain spacing(or vice versa). Check with table 5 and figure 2 of section 3.3.6 to calculate permissable edge distance,spacing and concrete thickness combinations. Anchor Fastening Technical Guide Edition 19 13.0 ANCHORING SYSTEMS 1 3.3.7 KWIK HUS-EZ I AND KWIK HUS-EZ E CARBON STEEL SCREW ANCHOR 339 Hilti,Inc.(U.S.)1-800-879-8000 1 en espanol 1-800-879-5000 1 www.hilti.com I Hilti(Canada)Corporation I www.hilti.com 1 1-800-363-4458