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Page 13 <br />DATE <br />2/20/2023 <br />COMPANY <br />Structural Works, PLLC <br />STRDCALC BUILD <br />StruCalc Pro <br />DESIGNED BY <br />Brain Sahin <br />CUSTOMERS <br />REVIEWED BY <br />- <br />PROJ.ADDRESS <br />PROJECTNAME <br />2352 <br />LEVEL <br />Foundation Floor <br />LOADING <br />MEMBER NAME <br />F-I <br />CODE <br />2021 International Building Code <br />MEMBERTYPE <br />ISOLATED FOOTING <br />ACP <br />ACI 318-19 <br />A 138T PSF 13t8) Pg <br />L, 0 <br />r <br />O <br />13sT vsF <br />1387 vg <br />EOOTINE <br />fr(01) <br />R(01) <br />Saudi Ourft) Wamoo morn(fo <br />Eampah(a) Volumefg) <br />25W <br />2BW952 <br />145 2 2 <br />12 d <br />CA¢uunaN VABU SITE <br />So (in) <br />m-x <br />m-Y <br />58 <br />0 <br />B <br />COLUMN <br />SCIL <br />6 <br />Wool <br />0 <br />Oerum Sremem gMjl1) <br />Wnslry Iml <br />German <br />ttktlonAnne <br />enthdp Rankine Cmfildam up) <br />REBAR <br />Oar skax <br />xPont Lane <br />xEars Shear <br />ry(01) <br />Bfpsp <br />d <br />3 <br />3 <br />41 <br />39F+07 <br />VA55/EAIL <br />MAGNITUDE <br />STRENGTH <br />LOAOCOMBO <br />Soil Rankine Pram ura9mi <br />PASS(7.5%) <br />1387 2 <br />Rare <br />ed75TR 525E[,)+6755 <br />Too Way Shear adding) d <br />PAS S(90.2%) <br />72343 <br />739500 <br />1Nat 0E(a)ab025 <br />Onee-Way Shear x 00t <br />PAS S(99.0%) <br />1507 <br />153000 <br />12D0.0(+)+b@S <br />Moment x(V ft) <br />PAS S(79.7%) <br />1074 <br />Seem <br />12D0.0(+)+b@S <br />Omk SM1wrYd <br />PASS(99.0%) <br />1507 <br />153000 <br />1Ne10E(e)eb025 <br />Moment Y(IV -far <br />PAS S(79.7%) <br />1074 <br />Seem <br />12D0.0(+)+b@S <br />Crm0lnelot <br />PASS(85.5%) <br />200 <br />let <br />12D0.0(+)+b@S <br />Tend Name Last Sequined Right Mean nude Lead Sort 09 Log End (fl) mand Tend Mention <br />PROJECT'. 2352 2021 International Building Code <br />