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+ ! <br /> Ernesto oe oiiveira 204272 360 Project Solutions Florida Hospital Zeph . � <br /> SOLAR DYNAMICS CORP. <br /> Strength Checks [Load Set: Node 006 Combination: 1.2D + 1.OWpz] <br /> Reinforcement Limits <br /> Factored Loads <br /> Axial Force -0.72 k , Min Steel Check(ACI 378-'11 Ch 10.5.4.7.12.2.7) <br /> MomentX 2.72ft•k � AS = 1.86 in' z Asmin = 1.81 In' � <br /> Moment Z 1.7 ft•k 0 psf 405.5 psf , <br /> ShearX 0.47k <br /> Min Steel Check ACI 316-11 Ch 10.5.4.7.12.2.11 <br /> Shear Z o.5 k i f� �-`�i � <br /> Overburden 0 psf i �� i AS = 1.86 in' Z Asmin = 1.81 in' � <br /> Footing Weight 4.41 k i ; Z i <br /> Pedestal Weight 0 k � <br /> i / , �� u Strain Check IACI 378-'17 Ch 70.3.51 <br /> , � X � Resulta t=3.���rac <br /> e� = 0.0476 2 e�m�� = 0.0040 �I <br /> � . i <br /> i� � Min Strain Check(ACI 376-17 Ch 70.3.51 <br /> /i � <br /> . l_.��.--------_� ct = 0.0461 z Etmin = 0.0040 � <br /> /128 psf 1013 psf <br /> Max pressure(factored)=1013 psf <br /> (Includes effects of overburden and footing weigh) <br /> Footing Flexure <br /> Z-Flexure(+X sidel <br /> M�=R�d� _ (2524 Ib)(8.83 in) = 1.86 ft•k <br /> 0.73 k 2.52 k �M� = 168.8 ft�k z M� = 1.86 ft•k✓ <br /> \ ` Z-Flexure(-X side) <br /> ` MZi=RZi dZ� _ (374.21b)(5.26 in) = 0.16 ft•k <br /> \ , ¢M„ = 168.8 ft•k >_ M„ = 0.16 ft•k✓ <br /> Z X-Flexure(+Z sidel <br /> X Mxi=Rx�dx� _ (2127 Ib)(8.67 in) = 1.54 ft•k <br /> �M� = 163.6 ft•k z M� = 0.41 ft•k✓ <br /> X-Flexure(-Z sidel <br /> �' ` Mi2=R�d� _ (727.8 Ib)(6.83 in) = 0.41 ft•k <br /> � M 163.6 ft•k z M <br /> j 1 4 n = u = 1•54ft•k <br /> 2.13 k Q.37 k <br /> QuickFooting 4.0(iesweb.com) ...\204272 360 Project Solutions Florida Hospital Zephyrhills... Page 5 of 18 Friday 12/04/15 11:01 AM <br />