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888 N Main St - Soils Report
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888 N Main St - Soils Report
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6/23/2022 1:33:53 PM
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Soils Report
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888 N Main St
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73 of 234 <br />SIMPSON <br />Stronglrie <br />Company Date 6/26/2018Anchor DesignerTM Engineer Page 1M <br />Software Project. <br />Version 2 5.6582 0 ArArPSS' <br />Phone <br />E-mail <br />1.Proiect information <br />Customer company. <br />Customer contact name <br />Customer e-mail. <br />Comment. <br />2. Input Data & Anchor Parameters <br />General <br />Design method ACI 318-14 <br />Units Imperial units <br />Anchor Information: <br />Anchor type. Bonded anchor <br />Material A193 Grade B7 <br />Diameter (inch) 1.250 <br />Effective Embedment depth. he (inch)· 18.000 <br />Anchor category: - <br />Anchor ductility, Yes <br />hrnin (inch) 20.75 <br />ca. (inch) 4479 <br />Cm„(inch) 275 <br />Sm, (inch). 6.00 <br />Load and Geometry <br />Load factor source. ACI 318 Section 5 3 <br />Load combination not set <br />Seismic design. Yes <br />Anchors subjected to sustained tension No <br />Ductility section for tension 17 2.34.2 not applicable <br />Ductility section for shear· 17 2.3 5 3 (c) is satisfied <br />Qo factor· not set <br />Apply entire shear load at front row No <br />Anchors only resisting wind and/or seismic loads Ye <br /><Figure 1> <br />Project description <br />Location <br />Fastening description <br />Base Material <br />Concrete. Normal-weight <br />Concrete thickness h (inch) 24.00 <br />State Uncracked <br />Compressive strength. f: (psi)· 4000 <br />44 v. 1.4 <br />Reinforcement condition B tension, B shear <br />Supplemental reinforcement· No <br />Reinforcement provided at corners. No <br />Ignore concrete breakout in tension No <br />Ignore concrete breakout in shear· No <br />Hole condition. Dry concrete <br />Inspection Periodic <br />Temperature range. Short/Long. 150/110 F <br />Ignore 6do requirement: Not applicable <br />Build-up grout pad· No <br />Base Plate <br />Length x Width x Thickness (inch) 38.00 x 20.00 x 0 50 <br />S <br />10 Ib <br />4 <br />Input data and results must be checked for agreement with the existing circumstances the standards and guidelines must be checked for piausibility <br />5956 W Las Positas Boulevard Pleasanton CA 94588 Phone 925 560 9000 Fax 925 847 3871 www strongtle com
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