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SIMPSON Anchor Designer TM Company: SDA Date: 12/4/2018 <br /> Engineer: JIB Page: 1/6 <br /> Software Project: ECHELBARGER(SDA#7976) <br /> Version 2.6.6794.15 Address: <br /> Phone: <br /> E-mail: <br /> 1.Proiect information <br /> Customer company: Project description:HSS8x6x3/8"ANCHOR DESIGN <br /> Customer contact name: Location: 1913 HOYT AVE. EVERETT,WA <br /> Customer e-mail: Fastening description: <br /> Comment: <br /> 2.Input Data&Anchor Parameters <br /> General Base Material <br /> Design method:ACI 318-14 Concrete: Normal-weight <br /> Units: Imperial units Concrete thickness,h(inch):24.00 <br /> State:Cracked <br /> Anchor Information: Compressive strength,f.(psi):2500 <br /> Anchor type:Cast-in-place Ltie,v: 1.0 <br /> Material:AB_H Reinforcement condition: B tension, B shear <br /> Diameter(inch):0.750 Supplemental reinforcement: Not applicable <br /> Effective Embedment depth,her(inch): 17.000 Reinforcement provided at corners:Yes <br /> Anchor category:- Ignore concrete breakout in tension: No <br /> Anchor ductility:Yes Ignore concrete breakout in shear:No <br /> hrn.(inch): 19.25 Ignore 6do requirement: Yes <br /> Cmin(inch): 1.63 Build-up grout pad: No <br /> Smin(inch):3.00 <br /> Base Plate <br /> Length x Width x Thickness(inch): 14.00 x 12.00 x 1.21 <br /> Yield stress: 36000 psi <br /> Profile type/size: HSS8X6X3/8 <br /> Recommended Anchor <br /> Anchor Name: PAB Pre-Assembled Anchor Bolt-PAB6H(3/4"0) <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:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />