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www.hilti.us <br />Company- <br />Jaik Choi & Associates <br />Specifier: <br />,Jaik Choi <br />Address: <br />1215 Portside Way, Corona Del Mar, CA 92625 <br />Phone I Fax: <br />(949)706-7789 1 (424)239-2666 <br />E-Mail: <br />jcse@msn.com <br />4.3 Concrete edge failure In direction x+ <br />Vrtg ' (AveAvo) w ., _V w ud.V w c,v w n.V Vh pa,;01O.V Vb <br />b V1b1 Z Vua <br />see .ACl 318-1d, Rerhnn 17.5.2J Fig. R 17 5.2 1(h) <br />Avat = 4.5 ca t <br />1 <br />We-v =j 1 2* a j51.0 <br />` 3ca, <br />1.0 <br />IV h.v = . 1:h. z 1,0 <br />a <br />de <br />Page: <br />Project: <br />Sub -Project I Pos. No.: <br />Date: <br />ACI 318-14 Eq. (17.5.2.1b) <br />ACI 318-14 Table 17.3.1.1 <br />ACI 318-14 Eq. (17.5.2.1c) <br />ACI 318-14 Eq. (17.5.2.5) <br />ACI 318-14 Eq. (17.5.2.6b) <br />ACI 318-14 Eq. (17.5.2.8) <br />A.CI 318-14 Eq. (17.5.2 2n) <br />Variables <br />cal (in.) . co? ) ... .... eey n) .- - - w eN ha (in.) _ <br />CI <br />-- - 5.000 -- 6,00ti 0.000 —1.400 - 12.000 <br />CITY OF SAN-TA-ANA <br />Planning and Bur(�ing ncy <br />~b, <br />I�F,I�}SUAN E <br />CD -ILA Co A((nc4-58S <br />vtT1uWedge) <br />Date: <br />Ia (in.) <br />�. r <br />da (In.) <br />{. (pS�I <br />rlaiaw_V.— <br />_ <br />4,000 <br />_ <br />1,000 <br />_ <br />0.635' <br />_____ <br />060 <br />_ . - <br />2.000 <br />Calculations <br />Ave (in.') <br />Avw [in.'] <br />Vb [lb) <br />-- <br />— - 101.25 - <br />-- 112.50 --- <br />. -- 1.000---1.000 <br />--� <br />--1.000 5672 <br />Results <br />t <br />Vtl ._ilb] <br />conh7nlo <br />f <br />ViceO �ibj <br />Vaa [lb) <br />_ _ <br />14294 <br />Q.70D. <br />-� <br />10006 <br />8000 <br />4 <br />5 Warnings <br />• The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.), This <br />means load re -distribution 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 design loading. PROMS Anchor calculates the minimum required anchor plate <br />thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption <br />is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for <br />plausibility! <br />• Condition A applies when supplementary reinforcement is used. The 0 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 instrucuons. <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 />Hilb post -installed anchors shall be installed in accordance with the Hilt! Manufacturers Printed Installation instructions (MPII). Reference ACI <br />318.14, Section 17.8.1. <br />Fastening meets the design criteria! 174��, <br />ExP-'Ir�fT/ <br />;r, CJVIL - <br />OF Cpi�r` <br />Input dale and resuhs must be checked for agreement with the existing conditions and for plaustbiW <br />PROFIS Anchor (c) 2CO3-2009 Hilo AG. FL-9494 Schaan Hlld is a regiWmd Trademark of HIM AG. Srhaan <br />