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L7=17 niltu 1 <br />r: <br />Profis Anchor 2.6.5 <br />Company: <br />Page: 5 <br />Specifier: <br />Project: <br />Address: <br />Sub -Project I Pos. No.: <br />Phone I Fax: <br />Date: 6/14/2016 <br />E-Mail: <br />5 Combined tension and shear loads <br />RN 13V r r+ <br />Utilization N.V [%] Status <br />0.996 0.196 - _ _- .... 1.000 100 - OK <br />(3NV = (j3N + pv) / 1.2 <= 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 cl), 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 />• Refer to the manufacturer's product literature for cleaning and installation instructions. <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 eets the design criteria! <br />-- --- .... _.. .... ............ ... _ _ ........... ........ <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! <br />PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />12 <br />