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3 Tension load <br />_ __ Load N,,, [lb] Capacity # N. )lb] Utilization � a N,,,/# Nn _ Status <br />Steel Strength' -- 1 8,029 -- 1 OK —^-- <br />Pullout Strength' N/A N/A NIA N/A <br />Concrete Breakout Strength"' 1 1,172 1 OK <br />" anchor having the highest loading `*anchor group (anchors in tension) <br />3.1 Steel Strength <br />Nsa = ESR value refer to ECG -ES ESR -1917 <br />� Nsa 2 Nua ACI 318-14 Table 17.3.1.1 <br />Variables <br />--Ase,. [in.'] — fu:. [psi] -- <br />0.10 106,000 <br />Calculations <br />Nsa jib]? <br />---10,705 <br />Results <br />_.. _Nsa [fb] 0 steel Q noneuaile Q Nsa [ib] Nua [Ib] <br />10,705 ---- — 0.750 1.000 8,029 ---- 1 ---- <br />Input data and results must be checked for agreement with the existing conditions and for plausibilityf <br />PROFIS Anchor (c) 2003-2009 Hilti AG. FL -9494 Schean H rd is a registered Trademark of Hiltl AG, Schaen <br />www.hhilti.us _ _ <br />- -- - — - --- <br />Profis Anchor 2.8,3 <br />Company: Martin Consulting Group, Inc. Page:-- -- �- <br />2 <br />Specifier. Jon Martin Project: <br />Address: 2204 Plaza Drive, Suite 130 Sub -Project I Pos. No.: <br />Oir Stop <br />Phone f Pax: 816-258-4816 ( Date: <br />E -Mail: <br />8/1512019 <br />jonm@martinconsultinggroup.biz <br />2 Load case/Resulting anchor forces — — — — <br />— --- �— <br />Ay <br />Load case: Design loads <br />, <br />i <br />Anchor reactions jib) <br />I <br />Tension force: (+Tension, -Compression) <br />Anchor Tension force Shear force Shear force x Shear force y <br />---1 - <br />1 492 0 <br />max. concrete compressive strain: - ['/6] <br />�x <br />max, concrete compressive stress: - [psi] <br />resulting tension force in (x/y)=(0.000/0.000): 1 ]1b] <br />resulting compression force in (xfy)=(0.000/0.000): 0 [lb] <br />Anchor forces are calculated based on the assumption of a rigid anchor plate. <br />3 Tension load <br />_ __ Load N,,, [lb] Capacity # N. )lb] Utilization � a N,,,/# Nn _ Status <br />Steel Strength' -- 1 8,029 -- 1 OK —^-- <br />Pullout Strength' N/A N/A NIA N/A <br />Concrete Breakout Strength"' 1 1,172 1 OK <br />" anchor having the highest loading `*anchor group (anchors in tension) <br />3.1 Steel Strength <br />Nsa = ESR value refer to ECG -ES ESR -1917 <br />� Nsa 2 Nua ACI 318-14 Table 17.3.1.1 <br />Variables <br />--Ase,. [in.'] — fu:. [psi] -- <br />0.10 106,000 <br />Calculations <br />Nsa jib]? <br />---10,705 <br />Results <br />_.. _Nsa [fb] 0 steel Q noneuaile Q Nsa [ib] Nua [Ib] <br />10,705 ---- — 0.750 1.000 8,029 ---- 1 ---- <br />Input data and results must be checked for agreement with the existing conditions and for plausibilityf <br />PROFIS Anchor (c) 2003-2009 Hilti AG. FL -9494 Schean H rd is a registered Trademark of Hiltl AG, Schaen <br />