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Anchor Designer*" <br />Software <br />Version30]9g70 <br />11. Results <br />Company : <br />Data <br />W2212022 <br />ongimar <br />I <br />Page <br />1 W5 <br />Project: <br />Pancras : <br />Pbone <br />E-Malt <br />TensionGFa5te0 Lead N..(Ib) <br />Oeslgn Strength,R nON, de) <br />ollo <br />Status <br />Seel 2280 <br />8833 <br />0.23 <br />Pass <br />Concrete breakout 2280 <br />2421 <br />01 <br />Pass (Governs) <br />Adhesive 2280 <br />2549 <br />0,80 <br />Pass <br />SET-XP wl WS"¢ F1559 Gr. M with her - 9.000 Inch meets rho selected design criteria. <br />12. Warnlnas <br />-When unrest concreleis selected. concrete compressive chat uses in concrete breakout strength In tension, reliance strength in tension <br />and concrete swat stwarlh In shear for SET-XP adhesive anchor is rmiiled W 2,600 al per ICG-ES ESR-2508 Section 53. <br />- Designer must exercise own judgement to sessions if this design is suitable. <br />-Refer to manufachuer's Product literature for hole cloanitg and migration inawctione. <br />Input data and does, must be Checked fora greenest with the eeidn9 pmumatmmr. the demands and Ounalas must bedeakeel far diversity. <br />wp,.o..orolld'o Ccmpnnync 5ksW tasPmtasemmvaN AW"Int n, 0A 945118 Phone 925.WU. 9000 Fm'. IC58473871 VAAv gmrptle. fors <br />