Laserfiche WebLink
. a <br /> Ernesto De Oliveira 204272 360 Project Solutions Florida Hospital Zeph � <br /> SOLAR DYNAMICS CORP. ' <br /> Strenqth Checks [Load Set: Node 006 Combination: 1.2D + 1.OWpz] (continued) <br /> Footing Shear <br /> Shear(+X side) <br /> V,Q=Rx4 = (o Ib) = o k <br /> Ok Ok <br /> �V� = 71.39k Z V� = Ok ✓ � <br /> Shear(-X side) <br /> Vx�=R� _ (0 Ib) = o k <br /> � �Vn = 71.39k z V� = Ok ✓ <br /> I <br /> Z Z Shear(+Z side) <br /> X i X V�=Rz4 = (0 Ib) = 0 k <br /> �V� = 69.23k 2 V� = Ok ✓ <br /> Shear(-Z sidel <br /> � VZ�=R� _ (o Ib) = o k <br /> �V� = 69.23 k z V� = 0 k ✓ <br /> I � <br /> Ok Ok <br /> Footing Punching Shear <br /> Punchina Shear Check(ACI 3�8•�7 Ch 71.12.7.2.11.11.2.1.Rii.71.7.21 <br /> Ppunching=Ptotal+Wp-Pperimeter = �-0.72 k)+(0 k)-(1.79 k) _ -2.51 k <br /> ��_a t,Yvx Mux ez+vv.M���ex <br /> o x z <br /> _ (2.51 k) +(0.40)(1.22 ft•k)(21 in)+(0.40)(3.11 ft•k)(21 in) <br /> (84 in)(20.38 in) (49152 in"4) (49152 in"4) <br /> � = 10.34 psi <br /> i �v„ = 164.3 psi z v„ = 10.34 psi✓ <br /> r <br /> 1 79 k <br /> QuickFoodng 4.0(iesweb.com) ...\204272 360 Project Solutions Florida Hospital Zephyrhills... Page 6 of 18 Friday 12/04/15 11:01 AM <br />