Laserfiche WebLink
. . <br /> Ernesto De Oliveira 204272 360 Project Shcutions Florida Hospital Zeph <br /> SOLAR DYNAMICS CORP <br /> Strength Checks [Load Set: Node 005 Combination: 1.4D] <br /> Reinforcement Limits <br /> Factored Loads Min Steel Check fACI 318-17 Ch 10.5.4.7.12.2.'1 <br /> Axial Force 0.11 k � <br /> MomentX -O.OSft•k AS = 1.86 in' z Asmin = �•8�in� ✓ <br /> Moment Z 0.14 ft•k 408.5 psf 460.5 psf <br /> ShearX 0.03k Min Steel Cheek ACI 318-11 Ch 70.5.4.7.12.2.71 <br /> Shear Z -0.02 k ^--------�-------� � / <br /> Overburden 0 psf � I AS = 1.86 In' z Asmin = 1.81 in' V <br /> Footing Weight 5.15 k ! i <br /> Pedestal Weight o k '. . Z Resultant= .26 k(factored) <br /> I �i IVlin Strain Check IACI 318-17 Ch 70.3.51 <br /> i, i <br /> � � i e� = 0.0476 Z Etmin = 0.0040 � <br /> i i <br /> i <br /> i � i Min Strain Check(ACI 318-11 Ch 10.3.51 <br /> i----,---- ---'-� ct = 0.0461 2 Elmin = 0.0040 � <br /> 397.8 psf 449.8 psf <br /> Max pressure(factored)=460.5 psf <br /> (Includes effects of overburden and footing weigh) <br /> Footing Flexure <br /> Z-Fiexure/+X sidel <br /> M�=R�d� _ (2078 Ib)(8.06 in) = 1 4 ft•k <br /> 2.02 k 2.08 k �M� = 168.8 ft•k z M� = 1 4 ft•k✓ <br /> ` Z-Flexure f-X sldel <br /> ` MZ�=RZ�dZ� _ (1928 Ib)(7.94 in) = 1.27 ft•k <br /> ¢M„ = 168.8 ft•k z M� = 1.27 ft•k✓ <br /> Z X-Flexure(+Z sidel <br /> X Mx�=Rx�dx� _ (1987 Ib)(7.99 in) = 1.32 ft•k <br /> ¢M� = 163.6 ft•k z M� = 1.35 ft•k✓ <br /> X-Flexure(-Z sidej <br /> � <br /> ` M�=R#d# _ (2018 Ib)(8.01 in) = 1.35 ft•k <br /> ¢M„ = 163.6 ft•k z M„ = 1.32 ft•k✓ <br /> 1.99 k 1.53 k <br /> QuickFooting 4.0(iesweb.com) ...\204272 360 Project Solutions Florida Hospital Zephyrhills Page 9 of 18 Friday 12/04/15 11:01 AM <br />