Laserfiche WebLink
' Anchor Designer TM Company: Cullumber Engineering Date: 5/16/2018 <br /> Engineer: C. Dilworth Page: 1/4 <br /> Software Project: Lodi-Fuel Tanks <br /> Version 2.5.6582.0 Address: <br /> Phone: <br /> E-mail: <br /> 1.1project information <br /> Customer company: Project description: <br /> Customer contact name: Location: <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):36.00 <br /> State:Cracked <br /> Anchor Information: Compressive strength,fc(psi):2500 <br /> Anchor type:Cast-in-place W ,v: 1.0 <br /> Material:AB Reinforcement condition: B tension,B shear <br /> Diameter(inch):0.875 Supplemental reinforcement:Not applicable <br /> Effective Embedment depth,hef(inch):12.000 Reinforcement provided at corners:No <br /> Anchor category:- Ignore concrete breakout in tension:No <br /> Anchor ductility:Yes Ignore concrete breakout in shear:No <br /> hmn(inch):14.38 Ignore 6do requirement: No <br /> Corin(inch):5.25 Build-up grout pad: No <br /> Smin(inch):5.25 <br /> Load and Geometry <br /> Load factor source:ACI 318 Section 5.3 <br /> Load combination:not set <br /> Seismic design:No <br /> Anchors subjected to sustained tension:Not applicable <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads: No <br /> <Figure 1> 13914 Ib <br /> 1164 Ib <br /> Y <br /> 0 Ib <br /> X <br /> 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 <br /> 3of10 <br />