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Anchor DesignerTM Company: Mike Smith Engineering , Inc. I Date : 4/26/2019 Engineer: Mike Smith I Page : 1414 v r"20 Software Project: Sanborn Chevrolette - 19081 t al i f Version 2 . 5. 6554 . 7 Address : Phone : E-mail: 8 Steel Strength of Anchor in Shear ( Sec. 17.5. 1 ) V$a (ib) ylgmw 0 Ogroor¢ Vsa (lb) 11035 1 .0 0. 65 7173 10 Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.31 OVep = OkcpNcb = ¢ktp(AAc / Amcv) Y4d,N 'fo,NYoP,NNb (Sec. 17 .3 . 1 & Eq . 17 . 5 .3 . 1 a) kep Am (int) ANco (int) Yed,N Y'c,N V'cp.N Nb (lb) 0 OVcp (lb) 2. 0 68 . 06 68 . 06 1 .000 1 .000 1 . 000 3876 0.70 5427 11 . Results Interaction of Tensile and Shear Forces (Sec. 17. 6 .) Tension Factored Load , Nua (lb) Design Strength , oNn (lb) Ratio Status Steel 375 14303 0.03 Pass Concrete breakout 375 2907 0. 13 Pass Pullout 375 2520 0 .15 Pass (Governs) Shear Factored Load , V„a (lb) Design Strength , OW (lb) Ratio Status Steel 400 7173 0 .06 Pass Pryout 400 5427 0.07 Pass (Governs) Interaction check Nual^ V„a/QVn Combined Ratio Permissible Status Sec, 17. 6 . . 1 0 . 15 0. 00 14. 9% 1 .0 Pass 618"0 CS Strong-Bolt 2 , hnom: 3 .375" (86mm ) meets the selected design criteria. U. Warnings - Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 17 .7 . 1 and 17 .7 .2 for torqued cast-in-place anchor is waived per designer option . Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Suupteorl Stem 1 ie Cempany ! nr:. 6966 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560 . 9000 Fax: 925. 847 .3871 www.strongtie.com