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Nevada: (702)365-9312 <br /> 0 Lochs a <br /> Idaho: (208)34242-7168 7163 <br /> Colorado: (720)644-9246 e n gin e e r r n g <br /> Alberta: (587)774-9040 <br /> SIMPSON SIMPSON STRONG-TIE COMPANY INC. <br /> 5956 W.Las Positas Blvd., Pleasanton,CA 94588. <br /> Strong-Tie (800) <br /> ® WWW.stronQ rn tie.co <br /> Rod Design Continued <br /> Plate 1 Floor I Tension 1Dla. ( 1 <br /> I Ag Ae Fu I Fy 1 Tension Capacity Bong. <br /> tea Height Depth Demand Model No. d 1(sq in)I(aq.in)1 (ksi) 1 (951) 1 (kips) (in) <br /> Run ID:_ 5.7 <br /> 8 T 0.13 T N/A F 3_24 ATSR4 J 0.500 I 0.196 1 0.142( 58 a 36 1 4.27 1 0.061 <br /> 7 1 9.13 1 12.63 1123 i ATS-5R611 0.750 1 0.442 1 0.334 1 120 1 92 I 19.88 i 0.135 <br /> 8 9.13 1 12.63 22.78 ATS-SR8H 1.000 0785 1 0606 i 120 i 92 1 35.34 0.156 ^- <br /> 4 lilt 9.06 I 1263 52.93 ATSHSR74 1750 1EA05 1.899 �` 120 92 !. 10624 0724_mm,.. <br /> __.._... ... .-._. .. ... _- ��.d .. <br /> Run ID:5.9 _ <br /> 8 1 9.13 1 NIA 325 ATSR4 0.500 0.196 1 0.142 1 58 36 1 --4.27 ---i-- 0.082 <br /> 7 9.13 1 12.63 11.34 1 ATS-SR6H 0.750 10.442 j 0.3341 120 1 92 1 19.88 1 0.136 <br /> 6 9.13 1 12.63 23.04 ATS-SR8H 1.000 j 0.785 I 0.606 1 120 1 92 1 35.34 0.158 <br /> 5 9.13 1 12.63 1 37.18 i ATSSRIOH 1 1.250 1 1.227 1 0.989 I 120 1 92 1 55.22 j 0.160 <br /> 4 9.06 I 12.63 5251 i ATS-HSR72 -L__ 1.500 1 1.767 1 1.405 ; 120 i 92 I 79.52 1 0.168 <br /> Run ID:5.9a <br /> ( 8 9.13 1 N/A I 3.25 ATS-R4 0.500 I 0.196 1 0.142 1 58 1 36 1 4.27 1 0.082 <br /> 1 7 9.13 12.63 11.34 ' ATS-SR6H 0.750 0.442 10.334 1 120 1 92 1 19.88 1 0.136 <br /> ( 6 9.13 1 12.63 23.04 ATS-SR8H 1.000 0.78510.606 i 120 i 92 35.34 t 0.159 <br /> 5 9.13 ' 12.63 1 37.18 ATS-SR1OH � 1.250 1 1.227` 0.969 1 120 92 5522 1 0.180 <br /> i 4 9.06 1 12.63 52.51 ATS-HSR12 1 1.500 1 1.767 1 1.405 1 120 92 1 79.52 1 0.170 . <br /> Run ID:5.10 <br /> 8 9.13 N/A 1 4.32 i ATSRS 0.625 h 0,307' 0.226 58 36 1 6.54 1 0.067 <br /> 7 9.13 1 12.63 1 15.14 : ATS-SR7H 0.875 10.60110.4621 120 1 92 1 27.06 ; 0.136 <br /> 6 9.13 1 12.63 1 30.48 ATS-SR9H 1 1.125 1 0.994 0.7631 120 1 92 1 44.73 j 0.166 <br /> 5 9.13 1 12.63 48.87 ATS-HSR11 1.375 1.48511.155 120 1 92 1 66.82 1 0.176 <br /> [.4.......9.06 1 12.63 67.82 ATS-HSR14 1.750 2.405 i 1899 120 92-4- 108.24 i 0.159 - <br /> Run ID:5.10a <br /> 8 9.13 1 N/A 4.32 I ATSRS 0,625 1 0.30710.2261 58 1 36 1 6.54 1 0067 <br /> 7 9.13 12.63 15.14 I ATS-SR7H 1 0.875 1 0.601 1 0.462 1 120 i 92 i 27.06 1 0.136 <br /> 6 9.13 i 12.63 30.48 ATS-SR9H 1.125 1 0.9941 0.763 j 120 1 92 44.73 1 0.168 <br /> i 5 I 9.13 1 12.63 t 48.87 i ATS-HSR71 I 1.375 1.485 i 1.155 1 120 1 92 1 66.820.176 <br /> f j 4 9.06 j 12.63 1 67.82 1 ATS-HSRI4 4 1.750 1 2.40511.899 1 120 j 92 ' 108.24 0.170 <br /> Notes: <br /> (1) Rod Area(Ag)=(3.14)(dt)/4 <br /> (2) Allowable Rod capacity 0.75•Fu•Ag/2.0 for 1301 ED AISC. <br /> (3) Rod elongation=PL/(AWE),E=29,000 ksi. <br /> (4)Effective Area(Ae)a 0.7854•(de-0.9743/n)°where de=bolt diameter&n=number of threads per inch. <br /> (5) Elongation at first level is based on the effective area of the anchor bolt projecting 4 Inches out of concrete,and the effective area of the Rod for the <br /> remaining distance to the sole plate above.Elongation of elevated levels is based on the effective area of the Rod from the level below projecting 6 inches above <br /> the sole plate,and the effective area of the Rod at that level,for the remaining distance to the sole plate above. <br /> (8)Elongation for Strong-Rod XL's is based on the effective area of 241 In2 of the length of the larger diameter,plus the effective area of a 1.125-diameter <br /> Version:3.0.1 b Page 18 of 29 <br /> Lochsa Engineering www.lochsa.com 1-866-606-9784 <br />