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�rnesto De O(iveira 204272 360 P.roject Solutiocts F3arida Nospifial Zeph <br /> SOLAR DYNAMICS CORP <br /> Strength Checks [Load Set: Node 005 Combination: 1.2D + 1.QWpz] <br /> Reinfarcement Limits <br /> Factored Loads <br /> ,47ciat Fotce -0.5 k Min Stee!Check{ACI 318-71 Ch 10.5.4.?A2.2.1� <br /> Mament X 1.Q8 ft�k � � <br /> Moment Z -3.14 ft�k AS = 1.86 in2 Z Asmin = '�•81 in� <br /> ShearX -0.61 k 1036 psf � 0 psf <br /> SheacZ 0.27 k �-`-'-��---""� Min Steel Che¢k(ACI 39$-17 Ch 10.5.4�7.72.2.1,� <br /> dverbt�rden �psf t � AS = 1.$6 itiz Z A$min � '�.81 In� ✓F <br /> Footing Weight 4.41 k ( i <br /> Pedestal Weight 0 k � Resulta t=3.91 k f ctar�� <br /> � h � n Strain Che¢k/ACI 318-'li Ch 70.3.5) <br /> { x i / <br /> � � Ej ' �.d'47� Z etmin = QAa40 V <br /> I ,� i <br /> i �I i Min Strain Check(ACI 318-7�Ch 70.3.5] <br /> ! t � <br /> �--'------^-�----� et = 0.0481 Z etmin = 0.004Q ✓ <br /> 1324 psf I 0 psf <br /> Max pressure(factored)=1324 psf <br /> (Inc[udes effects of averburd`en and footing weigh} <br /> Y <br /> Footing Flexure <br /> Z-Flexure{+X sidel <br /> M�=R�d,2 = (0 Ib)(0 in) = 0 ft•k <br /> 1.27 k Q k ¢N1n = 168.8 ft•k z tv1� = 0 ft•k ✓ <br /> �� i Z-Fiexure f-X sidej <br />, J' �z�=Rz9 azt = (355s Ib}(g.46 in) =2.81 ft•k <br /> � $Mn = 168.Sft•k z Mu = 2.81 ft�k✓ <br /> Z X•Flexure{+Z sidej <br /> X X MXi=Rxi dx� _ (1715 Ib)(8.23 in) = 1.18 ft�k <br /> q,Mn = 163.6 ft•k a M� = 0.82 ft�k✓ <br /> X,-Flexure(-Z side� <br /> i Mi2=R,�d,Q = (1268 Ib)(7.73 in) = 0.82 ft�k <br /> �M„ = 163.6 ft�k a My = 1 18 ft�k✓ <br /> i 1 73 k 3.56 k <br /> I <br /> I <br /> I <br /> ill <br /> QuickFoating 4.0(iesweb.com} ...\2Q4272 360 Praject Salutions Florida Hospitat Zephyrhitls... Page 11 of 18 Friday 12jd4J15 1i:41 AM <br />� <br />