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Anchor Designer TM <br />r _ Software <br />Version 2.5.6554.3 <br />m <br />Company Mike Smith Eng_ ineering, Inc. <br />Date: 7/24/2017 <br />Engineer. Mike Smith <br />Page: 4/5 <br />_ <br />Project: Cal Tank Lines - 17174 <br />Address <br />Phone: <br />E-mail: <br />B. Stcel_$Iret oth of Anchor in Shear [See.-Q�Qi t <br />V.. (Ib) ¢".0 ¢ ay.,w, 00m.rae.T.I.Ov- (Ib) <br />11625 1.0 0.65 0.58 5138 <br />jQ CoR&rete Pryout Strength of Ancticlr in Shear (Sec. D,6,31 <br />OVccc = d minikmN.. ; kepNcbgl = d minika.(AN./k,p(AN,/ANc.)Y'oc,NYPod.NP'N'Pm"Nal (Sec. D,4,1 & Eq. D-41) <br />k.o AN. (In') AN.o On') P d.N. /'..,N. Y�nN. Nb. (lb) N. (lb) <br />2,0 339.27 198.41 1.000 1.000 1.000 7257 12409 <br />AN, (in') AN- (InZ) `11.N 'R.kN K,N Yr..N Nb (Ib) N,n (Ib) ¢ <br />816.00 576.00 1.000 1.000 1,000 1.000 19233 27247 0.70 <br />0V m (lb) <br />17373 <br />11, Results <br />Into tion of Tensile and Shear Forces_(Sc-r-9_,Z ) <br />Tension <br />Factored Load, Nii. (lb) <br />Design Strength, ON. (lb) <br />Ratio <br />Status <br />Steel <br />1450 <br />14528 <br />0.10 <br />Pass <br />Concrete breakout <br />2900 <br />13283 <br />0.22 <br />Pass <br />Adhesive <br />2900 <br />5119 <br />0.57 <br />Pass (Governs) <br />Shear <br />Factored Load, Vo. (Ib) <br />Design Strength, 0V. (lb) <br />Ratio <br />Status <br />S—te­cl <br />1825 <br />5138 <br />0,36 <br />Pass (Governs) <br />Pryout <br />3650 <br />17373 <br />0.21 <br />Pass <br />Interactlon check <br />X./ON. 4.41 L111 <br />Combined Ratio <br />Permissible <br />Status <br />Sec D.7.1 <br />0.57 0.00 <br />56.7% <br />1.0 <br />Pass <br />SET -XP w/ 3/4"0 F1564 Gr. 36 with hef = 8,000 Inch moots the selected design criteria. <br />ACL_3]6-11 S�t140 D.3.3 <br />4.3(a) 1 & 2 Calculations_for Dltcillity renulremenl for tenSLon <br />1Q3it <br />Steel <br />Factored Load, N.. (lb) 1.2 x Nominal Strength, N. (lb) <br />Ratio <br />Steel <br />14.50 23244 <br />6.2% <br />Concrete <br />Nominal Strength, N. (lb) Nominal Strength, N. (lb) <br />Ratio <br />Concrete breakout <br />2900 27247 <br />10.6% <br />Adhesive <br />2900 12409 <br />23.40/9 Governs <br />ACI 31 B-11 Section 0.3.3.4,3(a) 1 & 2 is not satisfied since steel ratio does not govern <br />Input data and rosuits must be checked for agreement with the existing circumstances, the standards and guldolines mutt be checked tar plausibility. <br />Simp:wn Strong -Tie Company Inc. 6956 W. Les Posltaa Boulovnrd Pleasanton, CA 94586 Phono 925,540.9000 Fay 925.e47.3671 www strong" com <br />