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CONSERVATIVE LOADING <br /> - Anchor DesignerT'" Company: Date: 4/2/2025 - Anchor DesignerT"' Company: Date: 4/2/2025 <br /> Engineer: Page: 1/5 Engineer: I Page: 2/5 <br /> - Software Project: — Software Project: <br /> e Version 3.0.7947.0 Address: a Version 3.0.7947.0 Address: <br /> Phone: Phone: <br /> E-mail: E-mail: <br /> 1 Project Information <br /> Customer company: Project description: Load and Geometry <br /> Customer contact name: Location: Load factor source:ACI 318 Section 5.3 <br /> Customer e <br /> -mail: Fastening description: Load combination:not set <br /> Comment: Seismic design:No <br /> Anchors subjected to sustained tension:Not applicable <br /> 2.Input Data&Anchor Parameters Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads:No <br /> General Base Material <br /> Design method:ACI 318-14 Concrete:Normal-weight Strength level loads: <br /> Units:Imperial units Concrete thickness,h(inch):6.00 T = (1570 LB [ASD])(0 = 2.0)/0.7 <br /> State:Cracked N.Vu I:b 4490 = 4490 LB <br /> Anchor Information: Compressive strength,fu(psi):2500 Vua„[Ib]:614 <br /> Anchor type:Concrete screw W.,v:1.0 Vu,r[Ib]:0 <br /> Material:Carbon Steel Reinforcement condition:B tension,B shear Mu,[ft-lb]:0 <br /> Diameter(inch):0.500 Supplemental reinforcement:Not applicable Mur[ft-lb]:0 <br /> Nominal Embedment depth(inch):3.250 Reinforcement provided at corners:No Mu.[ft-lb]:0 <br /> Effective Embedment depth,he(inch):2.350 Ignore concrete breakout in tension:No <br /> Code report:ICC-ES ESR-2713 Ignore concrete breakout in shear:No <Figure 1> <br /> Anchor category:1 Ignore 6do requirement:Not applicable 4490 lb <br /> Anchor ductility:No Build-up grout pad:No <br /> hmm(inch):5.00 Z <br /> c-(inch):3.56 Base Plate <br /> Cmm(inch):1.75 Length x Width x Thickness(inch):5.00 x 8.00 x 0.25 0 ft-lb <br /> Smm(inch):3.00 <br /> Recommended Anchor <br /> Anchor Name:Titan HD®-1/2"0 Titan HD,hnom:3.25'(83mm) <br /> Code Report:ICC-ES ESR-2713 <br /> 0 ft-lb <br /> 0 ft-lb <br /> Y <br /> ;6 0 Ib <br /> X J <br /> 614 lb <br /> V = 0.267(3110 1_13)(0 = 2.0)/(4 LEGS)/0.7 = 614 LB <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 945W Phone:925.5W.900o Fax:925.847.3871 www.strongtie.com <br /> 9 <br />