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t <br />www.hilti.us <br />Company: Jaik Choi & Associates Page: <br />Specifier: Jaik Choi Project: <br />Address: 1215 Portside Way, Corona Del Mar, CA 92625 Sub -Project I Pos. No.: <br />Phone I Fax: (949)706-7789 1 (424)239-2666 <br />E-Mail: jese@msn.com <br />4 Shear load <br />CITIaM&ANA <br />Pla UuffaltqWncy <br />d <br />I�S3SUANCE' <br />3 <br />V�rCD-LA <br />�tCo Anc4-58S <br />NI I dE rTi4Vedge) <br />Date:'"eaftm-m <br />Load V,,, fib]Ca <br />act V (ib] <br />p ty n <br />Utilization Vp, Vn <br />Status <br />2600 - <br />- 5259 <br />_ - - 50 <br />OK <br />Steel failure (with IgVP.r arm)' N/A <br />NIA <br />NIA <br />NIA <br />Pryout Strength" 8000 <br />37485 <br />22 <br />OK <br />Concrete edge failure in direction x+" 8000 <br />10006 <br />80 <br />OK <br />. anchor having the highest loading "anchor group (relevant anchors) <br />4.1 Steel Strength <br />V,;,, = ESR value refer to ICC-ES ESR-1917 <br />vg d Z V.. ACI 318-14 Table 17.3.1.1 <br />VaHables <br />Aw.V [in'] fw [psi] <br />0.16 - 1060D0 <br />Calculations <br />V,. [lb) <br />_. 8091 -- <br />Results <br />V, (lb) Swat_..... Vt, Ob] [lb] <br />. _..._ _ _ _V., <br />8031 _.. - 0.650 59 2600 <br />4.2 Pryout Strength <br />VCp9 = k,p [(-emu,) w mN W cd.N W a.N W Cp.N Nb, <br />AC1318-14 Eq. (17.6.3.1b) <br />� VCpo 2 V,,,, <br />ACI 318-14 Table 173.1.1 <br />AN, see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) <br />AN, = 9 h;t <br />ACI 318-14 Eq. (17.4.2.1c) <br />1 <br />yr eCA = 2 ey ) 5 1.0 <br />ACI 318-14 Eq. (17.4.2.4) <br />W -ON = 0.7 + 0.3 c='"� 5 1.0 <br />1.5h� <br />ACI 318-14 Eq. (17.4.2.5b) <br />W w.N = MAX(SLM 1.5h,) S 1.0 <br />coo lac 1 <br />ACI 318-14 Eq. (17.4.2.7b) <br />Nb = kC ), a,, hC15 <br />ACI 318-14 Eq. (17.4.2.2a) <br />Variables <br />he, in. eC;•N [in,] <br />e(in.] <br />— <br />2 4,000 3.000 <br />0.000 5.0000 <br />W c.N Cae Vn•] ke <br />a 1C [psi] - <br />_ <br />1.000 6.750 24 <br />_ <br />1.0 0 4000 <br />Calculations <br />ANc [in,J. (in.1 W ,•ci.N <br />,x2.N %V .!" N III T.NN .. _ _. Nb fib) <br />_ _AN,O - .__.._.__ _ _ .. <br />064.00-' t 440.667 <br />__. _..__. <br />.__.00 1.000 ..__ . <br />0.950 0.889 12143 <br />Results <br />Va,9 [lb] [lb) <br />- <br />-Vo. fib]_ <br />__. -- <br />53550 - 0.700 37485 <br />8000 <br />Input duta and readis must be checked for agreement with the oxiabng conditions and for pbusibe%I <br />PROFIS Anchor (c) 2003.2009 H®d AG, FL-9494 Schaan Hlill is a registemd Trademark of Hlltl ACi. Schaan <br />