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1' � <br /> Ernesto De Oliveira 204Z72 360.Froject Solutions Florida I-lospital Zeph <br /> SOLAR DYNAMICS CORF , <br /> Strength Checks [Load Set: Node 007 Combination: 1.2D + 1.OWpx] <br /> Reinforcement Limits <br /> Factored Loads <br /> Axial Force -0.5 k Min Steel Check(ACI 318-17 Ch 10.5.4,7.12.2.71 <br /> MomentX -4.1 ft•k AS = 1.66 in' z Asmin = �•81 in' ✓ <br /> Moment Z 0.68 ft•k 549.6 psf 817.7 psf <br /> ShearX 0.09 k <br /> ShearZ -0.77 k I' -' � Min Steel Check fACI 318-'11 Ch�0.5.4.7.�2.2.1) <br /> Overburden o psf i i Resultant=3.91 k�factor���in' >_ Asmin = �•81 in� ✓ <br /> Footing Weight 4.41 k i Z�i <br /> Pedestal Weight 0 k i � i Min Strain Check(ACI 378-77 Ch 70.3.51 <br /> i <br /> � , i - X i E� = 0.0476 Z e�min = �•0040 ✓ <br /> �� ! I <br /> ���,� j Min Strain Check(ACI 318-11 Ch 10.3.5) <br /> � � � = 0.0461 t e = 0.0040 ✓ <br /> �-----�-�---i Et tmin <br /> 0 psf 7Ei.68 psf <br /> Max pressure(factored)=817.7 pSf <br /> (Includes effects of overburden and footing weigh) <br /> Footing Flexure <br /> Z-Flexure(+X side) <br /> M,�=R�d� _ (1849 Ib)(8.34 in) = 1.29 ft•k <br />, 2.53 k 1.E5 k bM❑ = 168.8 ft•k z M� = 1.29 ft•k✓ <br /> IZ-Flexure(-X side► <br /> I MZ�=RZ�dZi = (1139 Ib)(7.55 in) = OJ2 ft•k <br /> �M� = 168.8 ft•k >_ M� = 0.72 ft•k✓ <br /> Z X-Flexure(+Z sidel <br /> X Mx�=RX�dx� _ (463 Ib)(5.03 in) = 0.19 ft•k <br /> �M� = 163.6 ft•k Z M„ = 1.83 ft•k✓ <br /> X-Flexure f-Z sidel <br /> � M,Q=R,Q d,Q = (2532 Ib)(8.69 in) = 1.83 ft•k <br /> ' ' �M„ = 163.6 ft•k Z M� = 0.19 ft•k✓ <br /> i ' <br /> 0.4ok 114k <br />� <br /> QuickFooting 4.0(iesweb.com) ...\204272 360 Project Solutions Florida Hospital Zephyrhills... Page 7 of 18 Friday 12/04/15 11:01 AM <br />