Laserfiche WebLink
SIMPSON Anchor Designer TM Company: NKH Engineering Date: 1/25/2021 <br /> Engineer: A.Rishel Page: 2/5 <br /> StStrong-TieSoftware <br /> rong Project: Jones Remodel <br /> Version 2.9.7376.0 Address: <br /> Phone: <br /> E-mail: <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:No <br /> Apply entire shear load at front row: No <br /> Anchors only resisting wind and/or seismic loads: No <br /> Strength level loads: <br /> N.[Ib]: 1160 <br /> V.[Ib]:0 <br /> V.[lb]:0 <br /> <Figure 1> <br /> Z <br /> 1160 lb <br /> 4 _ <br /> 0 Ib <br /> a <br /> 0 Ib Y <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 /> 92) 31 > S27 <br />