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16"flivill 0 Anchor DesignerTm <br />,,.; Y ,. Software 5-a\- OOLO .. <br />.."„ry Version 2.5.6163.1 <br />8. Steel Strength of Anchor in Shear (See.17.5.1) <br />Vse (Ib) OVOLd 0 Or,-brOV.e (lb) <br />4460 1.0 0.60 2676 <br />9, Concrete Breakout Strength of Anchor In Shear (Sec.17.6.21 <br />Shear perpendicular to edge in x-direction: <br />Vb. = 9de4f c.,1-$1 (Eq. 17.5.2.2a & Eq. 17.5.2.2b) <br />1. (in) de (in) A F. (psi) oaf (in) V& (lb) <br />2.19 0.375 1.00 3000 5.33 4116 <br />OVcb.=0(Avb/Aveo)%ovVcv%,vVbx(Sec.17.3.1 & Eq. 17.5.2.1 a) <br />Av. (in2) Av. (in) Wedy PC,V %,v Vbr (lb) 0 OVwx (lb) <br />96.00 128.00 1.000 1.400 1.155 4116 0.70 3493 <br />Shear parallel to edge in x-direction: <br />Vby = minj7(/e/de)0-24deAe4focaff•5; 9A gfccafh•5j (Eq. 17.5.2.2a & Eq. 17.5.2.2b) <br />/e (in) dB (in) A fc (Psi) Cal (In) <br />Vby (Ib) <br />2.19 0.375 1.00 3000 8.00 <br />7561 <br />OV cbx =¢ (2)(Avc/Avco)'YedvV'c,vTh vVby (Sea 17.3.1, 17.5.2.1(c) & Eq. 17.5.2.1a) <br />A* (inz) Ayco (In2) Vedv Yjc'v 4lh,v <br />Vby Ob) 0 OVcb (lb) <br />85.50 288.00 1.000 1.400 1.414 <br />7561 0.70 6222 <br />10 Concrete Pryout Strength of Anchor in Shear (Sec 17 5 3) <br />OVbp= �kcpNcb = Ourep(ANc/A,vWPdNY'ANY4,,NNb(Sec. 17.3.1 & Eq. 17.5.3.1a) <br />k.p A* (in2) ANoo On') W04N Y%,N WCAN Nb (Ib) 0 OVca (Ib) <br />1.0 36.36 43A 6 0.905 1.000 0.992 4260 0.70 2256 <br />11. Results <br />Interaction of Tensile and Shear Forces (Sec. 17.61 <br />ti p <br />Tension Factored Load, Nue (lb) <br />Design Strength, oNn (lb) <br />Ratio <br />Status <br />UU <br />Steel 718 <br />7079 <br />0.10 <br />Pass <br />Concrete breakout 718 <br />2096 <br />0,34 <br />Pass (Governs) <br />t <br />Pullout 718 <br />2762 <br />0.26 <br />Pass <br />Shear Factored Load, V a (lb) <br />Design Strength, oW (lb) <br />Ratio <br />Status <br />v <br />Steel 574 <br />2676 <br />0.21 <br />Pass <br />T Concrete breakout x+ 574 <br />3493 <br />0.16 <br />Pass i <br />11 Concrete breakout y- 574 <br />6222 <br />0.09 <br />Pass <br />Pryout 574 <br />2256 <br />0.25 <br />Pass (Governs) e° <br />Interaction check N WOM, V WOVR <br />Combined Ratio <br />Permissible <br />Status , <br />Sec. 17.6.3 0..34 0.25 <br />59.7 % <br />1.2 <br />Pass ` <br />318"0 Titen HD, hnom:3" (76mm) meets the selected design criteria. <br />%f <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br />5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.580.9000 Fax 925.847.3871 www.strongtie.com <br />