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Sheai Loads in Normal•Weighl Concrete, <br />loaA Applied Parallel la Cancrele EAge <br />Site OrillBil Embed. Minimum M�E a°m S�Py�Ing <br />in. Oia. Deplh Edge <br />(mm) in. In. <br />uisi. o�s�. ois�. <br />� (mm� In. in. <br />in. <br />(mm) (mm) (mm,- <br />3Y� <br />� 8 <br />�/� 8 <br />( Z=�l ��7 (3'h) (y5) (203) (207) <br />(69) <br />4 Yi <br />114) — <br />2'/. <br />70) <br />, � 10 10 <br />(159) 5/e (83) (45) (254) (254) <br />3 `h <br />ihe Tilen IIOs screw anchor may be used lor sill plzte apDhcaCons, <br />llse �cannq plales as required Uy code. Reler to thc approDrialc <br />�cotle �eport or use S�mpson Slmng-Tie �CI 318 Anehor Selectai` <br />Q sollv+a�e tor anchor design inlormalion. <br />iv � <br />c� <br />�e <br />t <br />� {�'+�_. <br />: f ' . <br />� <br />Tilen HD <br />Screw Anchar <br />U.S. Nalenl <br />5,67/,075 A <br />6.613.128 <br />tIG <br />� U�• <br />SAear Load BaseO an <br />Concrete Edge Oislance <br />t500 psl (77.2 MPa� Concrete <br />iate SId.Oev. Pllowahle <br />MN� IOs. (kN) 165. �MN) <br />�,cn 575 1J65 <br />— � _ <br />7.710 <br />SIMPSON <br />:St��ong'Tie' <br />a�....,�_- ...•� <br />; �e a oeoo <br />0 <br />1;rein.� 'I��.�. e <br />o `, <br />Nate: Rehar nol <br />shown lor clarily. <br />i,aau i Theancwx�ielwasi�sicdr.�eEasetl <br />���� onasahryiacmio�40. <br />060 1,284 1,7fi5 2.Tnemia�mumconuetemickness�s�'h <br />�� 4 (5 � (7,g) Iimes I��ecmOeCmenl Aepih. <br />'$ee Daqe 151o�an <br />caD�analion alihc <br />laad IaDle rcons <br />E <br />r <br />� <br />c <br />0 <br />F <br />in <br />� <br />n <br />� <br />�� <br />