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Emesto De Oliveira 204272 360 Project 5olutions Flarida Hospital Zeph . <br /> SOI.AR DYNAMICS CORP. <br /> Stability Checks [Load Set: Node 005 Combination: 0.6D + 0.6Wpz1 <br /> Forces ' <br /> Factored Loads I <br /> Axial Force -0.31 k <br /> Momen!X 0.65 ft•k s <br /> Momenf Z -1.9 R-k <br /> Shear X -0.37 k 848 psf � Q psf <br /> Shear Z p.16 k - -�- -' <br /> Ovetburden 0 psf i � <br /> Footing Weight 221 k I � � <br /> Pedestal Weight 0 k � � i <br /> i �esultattl�=1.89 k Bearina Pressure <br /> ! � ' X <br /> � � 4atlow = 15Q0 psf Z 9gmss = 1157 p5f ✓ <br /> i � <br /> r '� i <br /> i I i <br /> i <br /> t-_'-'-L-------� <br /> 1157 psf 0 psf <br /> Max pres�urs=1157 psf <br /> (Gross: lncludes effects of footing weight and over6urden) <br /> 1 <br /> Querturning <br /> Overfurninq <br /> Wt= 2.2i k (weight of footing) <br /> Wp = 0 k (weight of pedestal) <br /> Fob=9averburden�Attg'AAers� _ (0 psf�[(12.25 ft'j-(Q.69 ft�7] = 0 k <br /> OTMx=Mx-VZ(t�+HP) = (0.65 ft�k)-(0,16 k)[(24 in}+(0 in)] = 0.33 ft•k <br /> RMx=(p+Wp)dz+(WF+Fob)6z!2 = [(-�.31 k�+(Q k)](1.75 ft)+[(2.21 k)+(�kj](3.5 ft)!2 = 3.32 ft•k <br /> FSp�=O M � (0.33 ft•k) - �Q•0239 <br /> � FS = 94.Q239 z FS / <br /> "` 4TX OTreqd = S•� Y <br /> 1.75�.75fl OTMz=Mz+Vx(tr+HP) = (-T.9ft•k)+(_0.37k)I(24in)+(Oin)) = -2.64ft•k <br /> W RMz=(P+WP)dx+�Wi*Fob)bx/2 = [(-0.31 k)+(0 k)](1.75 ft)+L(2.21 k)+(0 k)](3.5 ft)/2 = 3.32 ft•k <br /> Rtut� _ (3.32 R�k) <br /> FSo�=OTMZ (-2,64 ft•k) ' 1.2574 <br /> FSon = 1.257A 2 FSOTreqd = 1.0 V <br /> QuickFoating 4.0{iesweb.com} ...12042J2 360 Project Soto6ons Piorida Hospita!Zephyrltills... Page 13 of i8 Eriday 22J04J15 11:01 AM <br />