Laserfiche WebLink
<br />Project Name: Albertsons 598 Engineer: MP <br />Job No: 23023.004 Date: 07-30-2024 Page No: <br /> <br /> www.structurology.com contact@structurology.com <br />STRUCTUROLOGYINC • 480.269.7675 • contact@structurology.com • WWW.STRUCTUROLOGY.COM <br /> <br /> <br />Lateral Calculation (Seismic Analysis): <br /> <br />E-W Direction: (Without PV System) <br /> <br />Fp E-W = 3956^plf  (From Seismic Analysis Sheet) <br />F3, F4 E-W = 3956^plf x (248^ft /2) = 490544lbs  Shearline C, D <br /> <br />E-W Direction: (With PV System) <br />Fp E-W = 4059^plf - (From Seismic Analysis Sheet) <br />E-W = 4059^plf x (248^ft /2) = 503316^lbs  Shearline C, D <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />10% LATERAL CHECK: <br /> <br />Shearline F3, F4 = 490544^lbs (F3, F4) x 1.1 = 539598^lbs > 503316^lbs (F7, F8) <br /> <br />Note: <br />The existing structural lateral adequacy check was done with the information provided by the client. <br />The contractor needs to verify that no modifications or additions were made to the structure that were <br />not included in the analysis check. <br /> <br /> <br />DF#1 <br />bs (She <br />DF#1 <br />bs (Sh <br />13 <br />DIAPHRAGM KEY PLAN <br />(WITHOUT PV SYSTEM) <br />DIAPHRAGM KEY PLAN <br />(WITH PV SYSTEM) <br />F4 = 490544 lbs (Shearline D) <br />F3 = 490544 lbs (Shearline C) <br />F8 = 503316 lbs (Shearline D) <br />F7 = 503316 lbs (Shearline C) <br />F7, F8 <br />B