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www.hifti.us <br />Company: <br />Specifier: <br />Address: <br />Phone I Fax: <br />E -Mail: <br />4 Shear load <br />Martin Consulting Group, Inc. <br />Jon Martin <br />2204 Plaza Drive, Suite 130 <br />916-256-4815 <br />jonm@marUnconsultinggroup.biz <br />Page: <br />Project: <br />Sub -Project I Pos. No.. <br />Date: <br />ram <br />�. <br />Profis Anchor 2.8.3 <br />4 <br />Oil Stop <br />8/15/2019 <br />toad V a [Ib] Capacity 4 V. [ibj Utilization pv = Vu.1+ V„- -- Status <br />Steel Strength• �.._—_-- — ---- -- 492 ---- —__.-- 3,572 -- <br />— -- -- t4 acus —. <br />Steel failure (with lever arm)* N/A N/A N/A N/A <br />Pryout Strength" 492 1,683 <br />Concrete edge failure in direction *` N/A N/A <br />.anchor having the highest loading **anchor group (relevant anchors) <br />4.1 Steel Strength <br />Vsa,eq = ESR value refer to [CC -ES ESR -1917 <br />0 Vsteel Z VU. ACI 318-14 Table 17,3.1.1 <br />Variables <br />Ase,y [in Zt futa [psij <br />0.10 106.000-- <br />Calculations <br />-... Vsa'eg l't(t{b] -- <br />5,495 <br />Results <br />VHX` [lb) _+ steel _ __ nonduetile __ 0 Vsa {Ib] Vua 11b) <br />�� -- --- 5,495 --- 0.650 - - 1,600 -� 3,572 —^ 492 <br />4.2 Pryout Strength <br />Vp ' kcp tI ANC <br />IAN�J of ed,N W ON W Cp.N N6} <br />ACI 318-14 Eq. (17.5.3.1a) <br />0 Vp Z Vua <br />ACI 318-14 Table 17.3.1.1 <br />ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) <br />ANcd = 9 her <br />ACI 318-14 Eq. (17.4.2.1 c) <br />1 <br />1 + 2 eN < 1-0 <br />W ec.N -(�3 <br />ACI 318-14 Eq. (17.4.2.4) <br />hu <br />IV ed.N ' - 0.7 + 0.3 { 5hn < 1.0 <br />of) <br />AC 1318-14 Eq. (17.4,2.5b) <br />= MAX(c r"n 105h <br />yt cp.N 15 51.0 <br />ae 1, c. <br />ACI 318-14 £q. (17.4-2.7b) <br />Nb = kc r- a ;f: heis <br />ACI 318-14 £q. (17.4.2,2a) <br />Variables <br />_._...._—_–k p ._ hf [In.] <br />----- <br />eet.N [in.] <br />----0.000 <br />t <br />ec2.N [in.] C.... [in-] <br />1 2000 <br />0.000- <br />III c•N cac [in-] <br />k <br />A a 1'c [psi) <br />1.000 4.500 <br />17 <br />1.000 2,500 <br />30 OK <br />N/A N/A <br />Calculations <br />ANc [in 2) ANca Cn•21 W ec1 N—_ IIIec2,N etl,N _ _ J . <br />36.00 36.00 1.660 -- 1.000 — ------ 1.000 7.000 -----2,404 — <br />Results <br />------ Vcp It It concrete � seismic 0 nonduaite -Qt Vcf lb) ---- Vaa-[lb] ---- <br />2,404 __ -- 0.700 1.000 _ 1.000 - — 1,683 492 <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! – <br />PROFIS Anchor (C)2003-2009 HOU AG, FL -9494 Schaan HIM is a registered Trademark of HUU AG, Schaan <br />