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. a <br /> �mesto ne oliveira 204272 360 P.roject Solutions Fiarida Fiospital Zeph <br /> SOLAR DYNAMICS CORP <br /> Strength Checks [Load Set: Node 005 Combination: 1.4D] (continued) <br /> Footing Shear <br /> Shear I+�side) <br /> V#=ftXq = (016) = 0 k <br /> O k O k �bV� = 71.39 k ? V� = O k ✓ <br /> Shear t-X side) <br /> VX�=R� _ (0 Ib) = 0 k <br /> $Vn = 71.39 Sc Z Vu = Q k ✓ <br /> Z Z Shear(tZ,sidel <br /> y X X Vr=RZa = (a tb) = o k <br /> ' �V� = 69.23 k z V� = 0 k ✓ <br /> Shear -Z sidel <br /> Vz,=Rza = t�tb) = o k <br /> �V„ = 69.23k a V„ = 0k ✓ <br /> Ok Ok <br /> Footing Punching Shear <br /> Pu��hina Shear Check(ACI 318•17 Ch 11.72.1 2 11 11 2 1 R71 11 7 21 <br /> Ppunching=Ptetai+wp-Pperimeter = ��.11 kj+(0 k�-(2.75 k) _ -2.84 k <br /> vu-b+n'�—��z+y`n MZ�ex <br /> _ (2.64 k) +(�.40)(0.02 ft•k)(21 in)�(0.40)(0.24 ft•k)(21 in) <br /> (84 in (2�.38 in} (4@152 in^4) (49152 in°4) <br /> = 2.09 psi <br /> ( �v„ = 164.3 psi z v„ = 2.09 psi✓ <br /> 2.75 k <br /> Quick�ooting 4.0(iesweb.cam) ..1204272 36d Project Soiuqons Florida Haspital Zephyrhitls... Page 10 of 18 Friday 12j04J15 11:01 AM <br />