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5 <br /> Hilti PROFIS Engineering 3.0.56 <br /> www.hilti.com <br /> Company: Page: 2 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: Shear Loading Date: 2/13/2020 <br /> Fastening point: <br /> 1.1 Design results <br /> Case Description Forces[lb]/Moments[in.lb] Seismic Max. Util.Anchor[%] <br /> 1 Combination 1 N=0;Vx=-9,962;Vy=0; yes 40 <br /> Mx=0; My=-34,868;M�=0; <br /> Nsus=0;Mx,sus=0; My.sus=0; <br /> 2 Load case/Resulting anchor forces ALY <br /> Load case:Design loads O 2 <br /> Anchor reactions[lb] <br /> Tension force:(+Tension,-Compression) <br /> Anchor Tension force Shear force Shear force x Shear force y <br /> 1 2,810 4,981 -4,981 0 pox0 <br /> 2 2,810 4,981 -4,981 0 Cc mpression Tension <br /> max.concrete compressive strain: 0.11 [%o] <br /> max.concrete compressive stress: 471 [psi] <br /> resulting tension force in(x/y)=(2.000/0.000): 5,619[lb] <br /> resulting compression force in(x/y)=(-4.205/0.000):5,619[lb] O 1 <br /> Anchor forces are calculated based on the assumption of a rigid anchor plate. <br /> 3 Tension load <br /> Load NUa[lb] Capacity Nn[lb] Utilization ON=Nu.4 N„ Status <br /> Steel Strength* 2,810 43,282 7 OK <br /> Bond Strength** 5,619 14,358 40 OK <br /> Sustained Tension Load Bond Strength* N/A N/A N/A N/A <br /> Concrete Breakout Failure** 5,619 17,808 32 OK <br /> *highest loaded anchor **anchor group(anchors in tension) <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROMS Engineering(c)2003-2019 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br /> 2 <br />