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� C I <br /> Ernesto oe oiiveira 204272 360 Project Solutions Florida Hospital Zeph <br /> SOLAR DYNAMICS CORP <br /> Stability Checks [Load Set: Node 005 Combination: 0.6D + 0.6Wpx] (continued) <br /> Sliding ', <br /> si�a;"4 i <br /> Wf = 221 k (weight of footing) li <br /> WP = 0 k (weight of pedestal) <br /> Fob—4overburden�Aftg-Aped) _ �0 psf)[(12.25 ft�)-(0.69 ft')] = 0 k I <br /> Fresist=Cf�Wf+WP+Foy+p)+Fpassive = �0.40)[(2.21 k)+(0 k)+(0 k)+(-0.47 k)]+(0 k) = 0.69 k <br /> FslidingX = -0.34 k (applied Vx) <br /> Z FS - F,�s�st _ �0.69 k) = 2.0452 I <br /> slidingX'FslidingX �-0.34 k) I <br /> �—X FsslidingX = 2•0452 2 FSslidingReqd — �•0 ✓ I <br /> Fslidingz = 0.04 k (applied VZ) � <br /> Fresist _ (0.69 k� <br /> FSslidingZ—FslidingZ (0.04 k) — �9.6203 <br /> FSslidingZ = 19.6203 2 FSslidingReqd = 1.0 � <br /> Uplift <br /> Uolift <br /> Wf = 2.21 k (weight of footing) <br /> WP = 0 k (weight of pedestaQ � <br /> Fob=9overburden�Aflg-Aped) _ �a Psfl��12.25 ft�)-(0.69 ft�)] = 0 k <br /> � Fdovm=Wt+Wp+Fob+Faddl = �2.21 k)+(0 k)+(0 k)+(0 k) = 2.21 k <br /> X F„p=0-P = 0-(-0.47k) = 0.47k <br /> FS°P FF�� (0.47 k) - 4.7055 <br /> FS�p = 4.7055 z FSupReqd = 1.0 ✓ <br /> QuickFooting 4.0(iesweb.com) ...\204272 360 Project Solutions Florida Hospital Zephyrhills... Page 18 of 18 Friday 12/04/15 11:01 AM <br />