Laserfiche WebLink
� . <br /> www.niiti.us Profis Anchor 2.6.1 <br /> Company� Page: 5 <br /> Specifier Project: <br /> Address: Sub-Project I Pas.No.. <br /> Phone I Fax: � Date: 12/7/2015 <br /> E-Mail: <br /> 4.3 Pryout Strength <br /> Vcpq =kcp[(AN��1�ec,N Wed,N�1c,N W�P�N Nb, ACI 318-11 Eq.(D-41) <br /> �V��Z V�a ACI 318-11 Table D.4.1 1 <br /> AN� see ACI 318-11,Part D.5.2.1,Fig.RD.5.2.1(b) <br /> AN� =9 he� ACI 318-11 Eq.(D-5) <br /> 1 <br /> y,eC,N = � 2 eN�51.0 ACI 318-11 Eq.(D-8) <br /> 1 +3 het <br /> Wed,N =0.7+p,3(�a—min�51.0 ACI 318-11 Eq.(D-10) <br /> �1.5het <br /> W�P,N =MAX(ca�`"—�" �'5he�)51.0 ACI 318-11 Eq.(D-12) <br /> �ac � �ac <br /> Ny =k�),a 1�ha}5 ACI 318-11 Eq.(D-6) <br /> Variables <br /> �P her[in.l e��,N[in.l e�z.N Iin.l Ca,min[in.] <br /> 2 8.000 3.317 2.623 m <br /> 1�c,N Cac�Ifl.� kc �.a �c�PS�� <br /> 1.000 - 24 1.000 3000 <br /> Calculations <br /> ANo���Z� AN�o I�n?1 y1ec1.N �Vec2,N Wed.N WcP.N Nn I�bI <br /> 961.00 576.00 0 783 0.821 1.000 1.000 29745 <br /> Results <br /> Vcpg��bl y�concrete �Ucpg��bJ Vua��bJ <br /> 63811 0.700 44668 1030 <br /> 5 Combined tension and shear loads <br /> (3N p� � Utilization(3N,v[%] Status <br /> 0.636 0.508 5/3 80 OK <br /> (3Nv=(3�+R�v<=1 <br /> 6 Warnings <br /> • Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered.The anchor plate is assumed to be <br /> sufficiently stiff,in order not to be deformed when subjected to the loading! Input data and results must be checked for agreement with the <br /> existing conditions and for plausibility! <br /> • Condition A applies when supplementary reinforcement is used.The�factor is increased for non-steel Design Strengths except Pullout Strength <br /> and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.Refer to <br /> your local standard. <br /> • ACI 31 S does not specifically address anchor bending when a stand-off condition exists. PROFIS Anchor calculates a shear load corresponding � <br /> to anchor bending when stand-off exists and includes the results as a shear Design Strength! I <br /> • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! , <br /> Fastening meets the design criteria! '� <br /> Input data and resulls musl be checked for agreement wilh the existing condifions and for plausibility! <br /> PROFIS Anchor(c)200&2009 Hilli AG,FL-9494 Schaan Hilti is a regislered Trademark of Hilti AG,Schaan <br />