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

DESIGN INFORMATION IN MASONRY Table 30-Allowable tension loads for Hilti KH-EZ, KH-EZ P, KH-EZ PM, KH-EZ PL, KH-EZ C and KH-EZ CRC installed in grout-filled masonry walls(lb)'2,3,4,5 Nominal Spacing Edge distance anchor Load Critical-c cr diameter Embedment Loads® Critical-s Minimum-s . reduction Minimum-c . er mm in. in.' ccr andscr in.' in.' factor at smin ' in' 1 4 1-5/8 53010 4 2 0.70 4 / 2-1/2 91011 4 1 1.00 1-5/8 53511 4 2 0.70 3/8 2-1/2 895 6 4 0.80 4 3-1/4 1,210 2-1/4 710 4 2 1/2 3 1,110 8 4 0.60 4 4-1/4 1,515 5/8 3-1/4 1,155 10 4 0.60 4 5 1,735 3/4 4 11680 12 4 0.60 4 6-1/4 2,035 Table 31 -Allowable shear loads for Hilti KH-EZ, KH-EZ P, KH-EZ PM, KH-EZ PL, KH-EZ C and KH-EZ CRC installed in grout-filled masonry walls(lb)12,3,4,5 Spacing Edge distance Nominal anchor Load Load reduction factor at cmin diameter Embedment Load at ccr Critical-seY Minimum smin reduction Critical-cef Minimum-cmin perpendicular parallel in. in.' and scr in.' in.' factor at smin' in.9 ins to edge to edge 1/4 1-5/8 67510 4 4 1.00 4 4 1.00 1.00 2-1/2 84011 1.00 1.00 1-5/8 1,14011 0.61 1.00 3/8 2-1/2 1,165 6 4 0.94 6 4 0.70 1.00 3-1/4 1,190 0.70 1.00 2-1/4 1,845 0.50 1.00 1/2 3 2,055 8 4 0.88 8 4 0.45 0.94 4-1/4 2,745 0.40 0.89 3-1/4 3,040 0.36 0.82 5/8 10 4 0.36 10 4 5 3,485 0.34 0.92 3/4 4 3,040 10 4 0.36 10 4 0.36 0.82 6-1/4 3,485 0.34 0.92 1 All values are for anchors installed in fully grouted masonry with minimum masonry prism strength of 1,500 psi. Concrete masonry units may be lightweight, medium-weight or normal-weight. 2 Anchors may not be installed within one inch in any direction of a vertical joint. 3 Linear interpolation of load values between minimum spacing smin and critical spacing sef and between minimum edge distance cmin and critical edge distance cef is permitted. 4 For combined loading: For 1/4-in. - T Et + PPliad < 1 For 3/8-through 3/4-in.- �Tpplien )'A ��pplietlallowable abwable 1\ Ibwabk pp,W I 5 See Figure 5 on Page 21 of this document for anchor locations for anchor locations. 6 Embedment depth is measured from the outside face of the concrete masonry embedment. 7 Critical spacing sef is the anchor spacing where full load values may be used. The minimum spacing Sm is the minimum spacing for which values are available and installation is recommended. Spacing is measured from the center of one anchor to the center of the adjacent anchor. 8 Load reduction factors are multiplicative,both spacing and edge distance load reduction factors must be considered.Load values for anchors installed at less than cef or%must be multiplied by the appropriate load reduction factor based on actual edge distance(c)or spacing(s). 9 The critical edge distance c is the edge distance where full load values may be used. The minimum edge distance cmin is the minimum edge distance for which values are available and installation is recommended. For tension,cef equals cmin.Edge distance is measured from the center of the anchor to the closest edge. 10 Load values must be reduced by 21%for installations within 1-1/4 inches of the bed joint. 11 Load values must be reduced by 13%for installations within 1-1/4 inches of the bed joint. 18 KWIK HUS-EZ SCREW ANCHOR-July 2020