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ESR-4143 I Most Widely Accepted and Trusted Page 28 of 82 Page 13 of 20 <br />120 <br />LL 110 <br />O <br />r <br />w 100 <br />m <br />m <br />> 90 <br />0 <br />c <br />0 <br />07 80 <br />0 <br />O <br />J <br />d 70 <br />O <br />3 <br />O 60 <br />Q <br />O <br />50 <br />1000-0 100% 100% QAO. <br />;64a <br />40 1 <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 />a <br />Critical edge <br />distance (see <br />load tables) A <br />Installation in this -'\4 <br />area for reduced <br />allowable load <br />capacity <br />ONEAdhesive <br />anchor <br />1' 0011041 <br />, <br />122 <br />OWNS <br />I— <br />L ui ) <br />A ,4 A <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 />a <br />I . <br />End Distance <br />FIGURE 3—EDGE AND END DISTANCES FOR THREADED RODS INSTALLED IN <br />THE TOP OF GROUT -FILLED CONCRETE MASONRY <br />