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Ernesto De Oliveira 204272 360 Project Solutiohs Flarida Haspital Zeph <br /> SOLAR DYNAMICS CQRP. <br /> Strength Checks [Load Set: Node 007 Cambination: 1.2D + 1.OWpx] (continued) <br /> Faating Shear <br /> Shear +X sidej <br /> V�¢=Rxa = (�Ib) = Q k <br /> Ok Ok �V„ = 71.39k � V„ = 0k ✓ <br /> Shear t-X sidel <br /> VX�=Rx3 = (0 Ib) = o k <br /> ¢Vn = 79.39 k Z V� = 0 k ✓ <br /> � � <br /> Z Z Shear(+Z sidel <br /> y X t X V,2=Rz4 = (O ib} = o k <br /> �V„ = 69.23k z V„ = 0k ✓ <br /> Shear!-Z stde� <br /> uz�=Rza = t01b) = 0 k <br /> �V„ = 69.23k a V„ = 0k ✓ <br /> Ok Ok <br /> Footing Pt�nching Shear <br /> Pun�hing Shear Check(ACI 318 11 C6 11 12 1 2�17 11 2 1 R�1 1'I 7 21 <br /> Ppunching=Ptotai+wp-Pgerimeter= �-0.5 k)+(0 kj-(2.01 k) _ -2.51 k <br /> u _V�+v�n�N1ux ez�,Yvz�uz�x <br /> "�bo d Jx JZ <br /> _ (2.5'1 k) +(0.4Q)(1.78 ft�k)(21 in),�(0.40)(0.94 ft•k)(21 inj <br /> ! (84 in)(20.38 ina (q9152 in"4) (49952 in"4) <br /> = 7.03 psi <br /> �v� = 164.3 psi Z v� = 7,03 psi✓ <br /> I <br /> 2.01 k <br /> QuickFootang 4.0{iesweb.com} ...\204272 360 Project Solutians Florida Hospitat Zephyrhills... Paga 8 of 18 Friday 12J04JI5 11:Q1 AM <br />