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PROFIS Anchor 2.2.4 <br />www.hllll.us <br />Paget <br />Company <br />Specifier <br />SubProtect <br />lect 1 Pos No <br />Address <br />Date J'712017 <br />Date <br />Phone Fax -I- <br />E-Mail <br />Speclffer-s comments: <br />1. Input data <br />Anrhor type and diameter: Nwlk Boll TZ • CS, 12 (3114) <br />Effective embedment depth h, = 3 250 in, h— = 4.000 in <br />Material <br />Carbon Steel --- It>• <br />Evaluation Sen^ce Report <br />ESR 1917 <br />Issued I Valid <br />5112011 15/12013 <br />Proof <br />design method ACI 3181 AC 193 <br />Stand-ol mstallaton <br />0. = 0 OW in. (rw stand-off). t = 0.500 In <br />000 8 000 x O.Fi00 in (Recommiended plate thickness. not ealcvlaled) <br />Anchor pate <br />I, x 1, x t = 5 x <br />Square HISS (AISC); (L x W x T) = 3 000 in x 3.000 in. x 0.125 In. <br />Profile <br />Base mats l <br />cracked concrete. 4000, f,' - 40DO psi; h = 8 000 in <br />tension condition B, sheer: condition B. no supplemental soiling reinforcement present <br />Reinforcement <br />edge remfacement none or < No. 4 bar <br />Seismic loads (cal C, D, E. or F) <br />yes (D 3 3 6) <br />Geometry [in.) & Loading jib. in.4b) <br />Z <br />it <br />CW*1O <br />00 <br />y <br />epx,ut,i r.WI..1 ad waa.•r+�+•,m n..wrw �ewe...aay.+ear� <br />MCiIS A' r t:l: JC3= I" Ai...l.ww soW� Mu,..,WYcrtC ��+M+.'. r11M AG, btlWn <br />