3003 W CASINO RD BLDG 40-26 2025-12-01

Table 12- Load adjustment factors for 5/8-in.diameter Hilti KH-EZ and KH-EZ CRC in uncracked concrete'2 Edge distance in shear Spacing factor Edge distance Spacing factor II to and away Conc.thickness 5/8-in.KH-EZ in tension factor in tension in shear' 1 toward edge from edge factor in shear4 uncracked concrete f AN f RN f AV f RV f RV f HV Embedment in. 3-1/4 4 5 3-1/4 4 5 3-1/4 4 5 3-1/4 4 5 3-1/4 4 5 3-1/4 4 5 °'° (mm) (83) (102) (127) (83) (102) (127) (83) (102) (127) (83) (102) (127) (83) (102) (127) (83) (102) (127) 1-3/4 (44) n/a n/a n/a 0.622 0.562 0.514 n/a n/a n/a 1 0.235 0.086 0.0631 0.470 0.173 0.125 n/a n/a n/a 2 (51) n/a n/a n/a 0.667 0.596 0.540 n/a n/a n/a 0.287 0.106 0.076 0.574 0.211 0.153 n/a n/a n/a 2-1/2 (64) n/a n/a n/a 0.762 0.667 0.592 n/a n/a n/a 0.401 0.147 0.107 0.762 0.295 0.214 n/a n/a n/a 3 (76) 0.709 0.665 0.629 0.863 0.741 0.648 0.609 0.556 0.545 0.528 0.194 0.141 0.863 0.388 0.281 n/a n/a n/a 3-1/2 (89) 0.744 0.693 0.650 0.969 0.8191 0.705 0.627 0.565 0.553 0.665 0.244 0.177 0.969 0.488 0.354 n/a n/a n/a 16 4 (102) 0.779 0.720 0.672 1.000 0.901 0.764 0.645 0.574 0.560 0.812 0.298 0.216 1.000 0.597 0.433 n/a n/a n/a U C 4-1/2 (114) 0.814 0.7481 0.693 0.987 0.826 0.663 0.584 0.568 0.969 0.356 0.258 0.7121 0.516 n/a n/a n/a 5 (127) 0.849 0.775 0.715 1.000 0.890 0.681 0.593 0.575 1.000 0.417 0.302 0.834 0.605 0.852 n/a n/a E 5-1/2 (140) 0.884 0.803 0.736 0.956 0.700 0.602 0.583 0.481 0.349 0.962 0.698 0.893 n/a n/a c�i c 6 (152) 0.918 0.830 0.758 1.000 0.718 0.612 0.590 0.548 0.398 1.000 0.795 0.933 0.668 n/a c - f in 5 7 (178) 0.988 0.885 0.801 0.754 0.630 0.605 0.691 0.501 1.000 1.000 0.722 0.648 � 8 (203) 1.000 0.940 0.844 0.790 0.649 0.6201 0.844 0.612 0.772 0.693 a c 9 (229)1 0.995 0.887 0.827 0.667 0.635 1.000 0.730 0.818 0.735 2 10 (254) 1.000 0.930 0.863 0.686 0.650 0.855 0.863 0.775 a) 11 (279) 0.973 0.899 0.705 0.665 0.987 0.905 0.813 12 (305) 1.000 0.935 0.723 0.680 1.000 0.945 0.849 a 14 (356) 1.0001 0.760 0.710 1 1.000 0.917 U) 16 (406) 0.798 0.740 0.980 18 (457) 0.835 0.770 1.000 20 (508)1 0.872 0.800 24 (610)1 0.947 0.860 >30 762 1.000 0.951 Table 13- Load adjustment factors for 5/8-in.diameter Hilti KH-EZ and KH-EZ CRC in cracked concrete'2 Edge distance in shear Spacing factor Edge distance Spacing factor II to and away Conc.thickness 5/8-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. 3-1/4 4 5 3-1/41 4 5 3-1/4 4 5 3-1/4 4 5 3-1/4 4 5 3-1/4 4 5 °" (mm) (83) (102) (127) (83) (102) (127) (83) (102) (127) (83) (102) (127) (83) (102) (127) (83) (102) (127) 1-3/4 (44) n/a n/a n/a 0.630 0.565 0.514 n/a n/a n/a 1 0.267 0.098 0.0711 0.533 0.196 0.142 n/a n/a n/a 2 (51) n/a n/a n/a 0.676 0.599 0.540 n/a n/a n/a 0.326 0.120 0.0871 0.652 0.239 0.174 n/a n/a n/a 2-1/2 (64) n/a n/a n/a 0.772 0.670 0.592 n/a n/a n/a 0.455 0.167 0.121 0.772 0.335 0.243 n/a n/a n/a 3 (76) 0.709 0.665 0.629 0.873 0.745 0.648 0.618 0.561 0.549 0.599 0.220 0.159 0.873 0.440 0.319 n/a n/a n/a 3-1/2 (89) 0.744 0.693 0.650 0.981 0.8241 0.705 0.638 0.571 0.557 0.7541 0.277 0.201 0.981 0.554 0.402 n/a n/a n/a 2 4 (102) 0.779 0.720 0.672 1.000 0.906 0.764 0.658 0.581 0.565 0.922 0.339 0.245 1.000 0.677 0.491 n/a n/a n/a U 0 4-1/2 (114) 0.814 0.7481 0.693 0.992 0.826 0.678 0.591 0.574 1.000 0.404 0.293 0.8081 0.586 n/a n/a n/a 5 (127) 0.849 0.775 0.715 1.000 0.890 0.697 0.601 0.582 1.000 0.473 0.343 0.946 0.686 0.888 n/a n/a E 5-1/2 (140) 0.884 0.803 0.736 0.956 0.717 0.611 0.590 0.546 0.3961 1.000 0.792 0.932 n/a n/a L) C! 6 (152) 0.918 0.830 0.758 1.000 0.737 0.621 0.598 0.622 0.451 0.902 0.973 0.697 n/a c -- 5 �y 7 (178) 0.988 0.885 0.801 0.776 0.642 0.614 0.784 0.568 1.000 1.000 0.753 0.676 o y 8 (203) 1.000 0.940 0.844 0.816 0.6621 0.631 1 0.958 0.694 0.805 0.723 9 (229)1 0.995 0.8871 1 0.855 0.682 0.6471 1.000 0.828 0.854 0.767 10 (254) 1.000 0.930 0.895 0.702 0.663 0.970 0.900 0.808 11 (279) 0.973 0.934 0.723 0.680 1.000 0.944 0.848 12 (305) 1.000 0.974 0.743 0.696 0.986 0.885 a 14 (356) 1.000 0.783 0.729 1.000 0.956 (1) 16 (406) 0.824 0.761 1.000 18 (457) 0.864 0.794 20 (508)1 1 0.9051 0.827 24 (610)1 1 0.9861 0.892 >30 762 1.0001 0.990 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 Engineering software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear,f,assumes an influence of a nearby edge.If no edge exists,then fAv=f AH. 4 Concrete thickness reduction factor in shear,f Hv assumes an influence of a nearby edge.If no edge exists,then f HV=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 this section to calculate permissable edge distance,spacing and concrete thickness combinations. 8 KWIK HUS-EZ SCREW ANCHOR-July 2020