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� <br /> o . , <br /> Ernesto oe o�iyeira 204272 360 Project Solutions Florida Hospital Zeph � <br /> 80LAR DYNAMICS CORP. ' � <br /> Stability Checks [Load Set: Node 005 Combination: 0.6D + 0.6Wpx] <br /> Forces i <br /> Factored Loads � i <br /> Axial Force -0.47 k � <br /> Moment X -0.41 ft•k ' � <br /> Moment Z -1 45 ft•k 790 psf � 0 psf � <br /> Shear X -0.34 k <br /> Shear Z 0.04 k j / i <br /> Overburden 0 psf i i ' <br /> Footing Weight 2.21 k i � Resultant=1.74 k I <br /> Pedestal Weight 0 k = a� i Bearina Pressure I <br /> � X � � <br /> i ' i 9allow = 1500 psf >_ qgross = 790 psf ✓ , <br /> i � i <br /> ( Jt i <br /> i <br /> f/ i <br /> l_'--'-i i <br /> 481.7 psf � 0 psf <br /> Max pressure=790 psf <br /> (Gross: Includes effect,s of footing weight and overburden) I <br /> Overturning <br /> Overturninn <br /> Wf = 2.21 k (weight of footing) <br /> WP = 0 k (weight of pedestal) <br /> Fob=qoverhurden�A�y-APed) _ (0 psfl[(12.25 ft')-(0.69 ft')] = 0 k <br /> OTMx=MX-VZ(tf+HP) _ (-0.41 ft•k)-(0.04 k)[(24 in)+(0 in)] _ -0.48 ft•k <br /> RMX=(P+Wp)dz+�Wf+Fo6)bz�Z = ��-0.47 k)+(0 k)](1 75 ft)+[(2.21 k)+(0 k)](3.5 ft)/2 = 3.04 ft•k <br /> _ RM� _ (3.04ft•k) <br /> FSo�-OTMX (-0.48 ft•k) - fi.3724 <br /> �1 <br /> u' FSp7x = 6.3724 2 FSoTreqd = 1.0 ✓ <br /> 1.75�.75 n OTMZ=MZ+Vx(tf+HP) _ (-1.45 ft•k)+(-0.34 k)[(24 in)+(0 in)] _ -2.12 ft•k <br /> c�i� RMZ=(P+WP)dx+�Wt+Fob)bX/2 = [(-0.47 k)+(0 k)](1.75 ft)+[(2.21 k)+(0 k)](3.5 ft)/2 = 3.04 ft•k <br /> �, <br /> RMz _ (3.04 ft•k) <br /> FSon=OTMZ (-2.12 ft•k) - 1 4304 <br /> FSp-rz = 1 4304 >_ FSOTreqd - �•0 ✓ <br /> QuickFooting 4.0(iesweb.com) ...\204272 360 Project Solutions Florida Hospilal Zephyrhilis... Page 17 of 18 Friday 12/04/15 11:01 AM <br />