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62 of 234 <br />SIMPSON <br />Strong,rie <br />Company TT Date.8/7/2018Anchor DesignerTM Engineer LJ Page 1/4 <br />Software Project 888 N MAIN <br />Version 2 5.6582 0 Address <br />Phone. <br />E-mail. <br />1.Proiect information <br />Customer company <br />Customer contact name <br />Customer e-mail <br />Comment· SINGLE FRP WRAP AS MINIMUM <br />2. Input Data & Anchor Parameters <br />General <br />Design method:ACI 318-14 <br />Units Imperial units <br />Anchor Information: <br />Anchor type. Concrete screw <br />Material. Carbon Steel <br />Diameter (inch): 0.750 <br />Nominal Embedment depth (inch) 6.000 <br />Effective Embedment depth. he, (inch)· 4 640 <br />Code report ICC-ES ESR-2713 <br />Anchor category 1 <br />Anchor ductility: No <br />hm,n (inch): 9.58 <br />Ca. (inch) 7.00 <br />Cm,r (Inch): 1.75 <br />Sm.(inch): 3.00 <br />Project description ANCHOR BEAM END IN EXISTING CONC COL <br />Location <br />Fastening description' TITEN HD <br />G <br />Base Material <br />Concrete Normal-weight <br />Concrete thickness. h (inch) 24.00 <br />State Cracked <br />Compressive strength. fc (psi) 3500 <br />4'c v 1.4 <br />Reinforcement condition: B tension, B shear <br />Supplemental reinforcement Not applicable <br />Reinforcement provided at corners Yes <br />Ignore concrete breakout in tension. No Y <br />ignore concrete breakout in shear No <br />Ignore 6do requirement Not applicable <br />Build-up grout pad No <br />Base Plate <br />Length x Width x Thickness (inch): 36.00 x 20-00 x 0 50 <br />Load and Geometry <br />Load factor source ACI 318 Section 5.3 <br />Load combination: not set <br />Seismic design Yes <br />Anchors subected to sustained tension Not applicable <br />Ductility section for tension· 17.2 3.4.2 not applicable <br />Ductility section for shear 17.2.3.5-3 (c) is satisfied <br />Qo factor not set <br />0 Ib <br /><Figure 1> <br />Bar load at front row. No <br />sisting wind and/or seismic loads Yes <br />3. <br />0I <br />0 ft-lb <br />0 ft-lb <br />29 <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 5609000 Fax 925847 3871 www strongtie com