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i z <br /> Ernesto De Oliveira 204272 360 Project Solutions Florida Hospital Zeph <br /> SOLAR DYNAMICS CORP. <br /> Stability Checks [Load Set: Node 007 Combination: 0.6D + 0.6Wpx] (continued) <br /> Sliding <br /> slidinn <br /> W� = 2.21 k (weight of footing) <br /> WP = 0 k (weight of pedestal) <br /> Fah=9overhurden�Aftg-Aped) _ �0 psf)[(12.25 ft�)-(0.69 ft')] = 0 k <br /> Fresist=Ct�Wf+WP+Fob+P)+Fpassive = �0.40)[(2.21 k)+(0 k)+(0 k)+(-0.31 k)]+(0 k) = 0.76 k <br /> Fsliaingx = 0.05 k (applied VX) <br /> Fresist _ �0.76 k� <br /> Z FSslidingX—FslidingX ��.OS k) ' 14.6837 <br /> �X FSslidingX = 14.6837 Z FSslidingReqd - �•� � <br /> Fsliaingz = -0.47 k (applied V� <br /> Fresist (0.76 k� <br /> FSslidingZ-FslidingZ �-0.47 k) — 1.6211 <br /> FSslidingZ = 1.6211 z FSslidingReqd = 1.0 � <br /> Uplift <br /> uo�;ft <br /> Wf = 2.21 k (weight of footing) <br /> WP = 0 k (weight of pedestal) <br /> Fob=9overburden�Aryy-APed) _ (0 psfl[(12.25 ft')-(0.69 ft�)] = 0 k <br /> � Fdovm=Wt+WP+Fo6+Faddl = (2.21 k)+(0 k)+(0 k)+(0 k) = 2.21 k <br /> X F�P=O-P = 0-(-0.31 k) = 0.31 k <br /> FS�p=FF°� _ (0.31 k) — 7.0946 <br /> FS�p = 7.0946 Z FSupReqd = 1.0 � <br /> QuickFootlng 4.0(iesweb.com) ...\204272 360 Project Soludons Florida Hospital Zephyrhills... Page 16 of 18 Friday 12/04/15 11:01 AM <br />