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. � <br /> Ernesto De Oliveira 204272 360 Project Solutions Florida HoSpital Zeph <br /> SOLAR DYNAMICS CORP ' � <br /> Stability Checks [Load Set: Node 005 Combination: 0.6D + 0.6Wpz] (continued) <br /> Sliding <br /> srdina <br /> W� = 2.21 k (weight of footing) <br /> WP = 0 k (weight of pedestal) <br /> Fob=9overhurden�Aftg-Aped) _ �0 psfl[(1225 ft')-(0.69 ft')] = 0 k <br /> Fresist=Ct�W(+WP+Fpy+P)+Fpassive = �0.40)[(2.21 k)+(0 k)+(0 k)+(-0.31 k)]+(0 k) = 0.76 k <br /> FslidinAX = -0.37 k (applied Vx) <br /> F�.�;�� (0.76 k) <br /> �Z FSslidingX-FslidingX �-0.37 k) — Z•0506 <br /> —X FSslidingX = 2•0506 2 FSslidingReqd - 1.0 � <br /> � <br /> Fslidinyz = 0.16 k (applied V=) <br /> FSslidingZ= Fresist _ (0.76 k) = 4.7134 <br /> FslidingZ (0.16 k) <br /> FSslidingZ = 4.7134 2 FSslidingReqd - 1•� ✓ <br /> Upl�t <br /> Uplift <br /> Wf= 2.21 k (weight of footing) <br /> WP = 0 k (weight of pedestal) <br /> Fob=9overburden�Aeg-Aped) _ �0 psfl[(12.25 ft')-(0.69 ft')] = 0 k <br /> Fdown=Wt+WP+Fob+Faddl = (2.21 k)+(0 k)+(0 k)+(0 k) = 2.21 k <br /> �X F„P=0-P = 0-(-0.31 k) = 0.31 k <br /> FS�P=FF°1°� _ (0.31 k) — 7.1083 <br /> FS�p = 71083 z FSupReqd = 1.0 ✓ <br /> QuickFooting 4.0(iesweb.com) ...\204272 360 Project Solutions Florida Hospital Zephyrhills... Page 14 of 18 Friday 12/04/15 11:01 AM <br />