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( <br /> Emesto De Oliveira 204272 3b0 Praject Solutions Florida Haspital Zeph <br /> SOLAR DYNAMICS CORP <br /> Strength Checks [Load Set: Node 005 Combination� 1.2D + 1.OWpz] (continued) <br /> Foating Shear <br /> Shear(+X sidel <br /> V,Q=Rxq = (0 Ib} = o k <br /> Ok Ok 4V� = 71.39k s V„ = 0k ✓ <br /> Sttear t-X sideS <br /> VX�=R,� _ (0 Ib) = o k <br /> ¢V� = 71.39k z V„ = Qk ✓ <br /> � � <br /> Z Z Shear(+x sidel <br /> X �X V�z=Rz4 = (a tb) = a k <br /> �V� = 69.23k Z V� = Ok ✓ <br /> Shear 1-Z side} <br /> � VZi=R� _ (o ib) = 0 k <br /> �pV„ = 69.23k z V„ = 0k ✓ <br /> i <br /> Ok Ok <br /> Footing Punchrng Shear <br /> Punchinq Shear Cheak IACI 318-71 Ch 11.12.1 2 'I'I 11 2 7 R11 11 7 2� <br /> Ppunrhing=Ptotai+Wp-Pperimeter = �-��5 k)+(4 kj-(1.56 k) _ -2.06 k <br /> v�=b+v`�r MXx e�+Y'2 J1Zz e,c <br /> (2.06 k) +I0.40)(0.28 ft•k)(21 in)*(0.40)(4.98 ft•k)(21 in) <br /> X (84 in)(20.38 in) �49i52 in^4) (49152 in"4 <br /> = 11.98 psi <br /> �vn = 164.3 psi z v„ = 11.98 psi✓ <br /> ` <br /> 1.56 k <br /> QuickFoo6ng 4A(iesweb.com} ...�204272 360 Project Saluqons Florida Hospitat Zephyrhills... Page 12 of 18 Priday 12jp4j15 11:01 AM <br />