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25 of 32 <br />ESR-4143 I Most Widely Accepted and Trusted Page 13 of 20 <br />120 <br />u 110 <br />0 <br />n <br />100% 100% 100% 98% <br />100 <br />m <br />m <br />> 90 <br />r <br />0 800, <br />07 80 <br />m 74°,o <br />O <br />J <br />d 70 <br />m <br />0 60 56°o <br />Q <br />O <br />50 <br />40 <br />0 20 40 60 80 100 120 140 160 180 200 <br />Base Material Temperature, °F <br />FIGURE 1—INFLUENCE OF BASE MATERIAL TEMPERATURE ON ALLOWABLE TENSION AND <br />SHEAR LOADS FOR HILTI HIT-HY 270 ADHESIVE <br />4" Minimum <br />edge distance <br />Critical edge <br />distance (see <br />load tables) <br />Installation in this <br />area for reduced <br />allowable load <br />capacity <br />Installation in this area <br />for full allowable load <br />capacity <br />c� <br />A <br />\ U <br />Adhesive <br />anchor <br />4" Minim <br />edge disl <br />— Critical ed <br />distance (; <br />luau L ui ) <br />FIGURE 2—ALLOWABLE ANCHOR INSTALLATION LOCATIONS IN THE FACE OF <br />GROUT -FILLED CONCRETE MASONRY (ASTM C90) <br />Edge Distance <br />(See load table) <br />Threaded Rod <br />or Rebar <br />End Distance <br />FIGURE 3—EDGE AND END DISTANCES FOR THREADED RODS INSTALLED IN <br />THE TOP OF GROUT -FILLED CONCRETE MASONRY <br />