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I • <br /> www.hlltl.u� _... __.._ .._- .._ __- ._. <br /> PROFIS Anchor 2.2.4 <br /> _._--.__._ ___- <br /> Company....-�� Papa: Z <br /> Speufier: Pro�ed: <br /> AEdrecs: Sub�Projecl I Pm.No.: <br /> Phone I Fes: ��� Oate�. 7/117013 <br /> E�Mail: _.____ <br /> 2.Load case/Resulting anchor forces <br /> Losd eue�pov�minpl� -------- <br /> _.-___. - _.__. . ___. ... ___ . . __ -_ __._ _. .. <br /> Anehor nacllon�pbJ <br /> Teneion lome:(•Teneion,�Compianeion) <br /> Ancho� Tension force Shear lorce S�ear lorce■ Shear lorce y <br /> ..-._ _____-.___ __- _— <br /> .. __.____'_-. Y <br /> ----�- -�-�---��-p� 29J 207 207 <br /> max.wncrele wmpresaive straln(%.�: OAO <br /> mez.Contrete tampresaive etres![psi�:0 <br /> rasultinp lension lorce in(xly)=10.000/0.000)�Ib�:0 <br /> resulung wmpression lorce in(aty1=(0/0)�Ib�:0 --� ! <br /> I <br /> 3.Tension load <br /> p��� Loed N�(Ib� Capacity�N,[Ib� Ultl¢ation p,�%�=N„/ON, _-_ SIaNa <br /> .___. _ . . _. ..____"_ .__ <br /> _ —-__. <br /> . .. .---� N/A � <br /> S�eel Slrengt�' . . .. N/A N/A <br /> Pu�lou�Strenpth' NIA NIA N/A N/A <br /> Cancrete Bmakou�Strangth" N1A NiA N�A N�A <br /> 'onc�or having Ihe hipheet loedmg "anc�or Broup(enchoro in lension) <br /> 4.Shear load <br /> p��� Load V,�Ib� Capacily+V,�Ib� Utihzalion p,�%1=V„/pV, SlaNs <br /> _._____ . ._ _ _ . ._ __ . <br /> _ _... _ ..__ - _ <br /> . _ .. .. _.. _ _ . . . . 392 . .. 8 OK <br /> StealStrength' z93 <br /> S�eel/unwe�witb iaver erm)• Y�A NIA N/A N/A <br /> Pryo�tSlrenglh" 299 2092 1d OK <br /> Concrntaedpela�iureln NIA N�A NU` N�A <br /> Cveclion" <br /> 'enc�or baving Ihe hig�esl loading "anchor proup(relevanl e�chors) <br /> Steal Slranglh <br /> EqueUoro <br /> V,,, =ESR vaWe reter lo ICC�ES ESR 1817 <br /> 0 y�,_�y ACI 71 B�OB EQ.(D�1) <br /> Varlabl�� <br /> n M.v I���I �a.IP=�I <br /> � 0 10 108000 <br /> Calculatlons <br /> V���b� <br /> 5495 <br /> Re�utN <br /> v..Do� q... Ov..Ubl v„I'ol <br /> 5d95 Ob50 3572 2B7 <br /> _ ._.._ ._. . _____.-_ <br /> �noui mW r,e,eu b m��t t�n rnnuw r✓.y,eeme��w�m In.entl.ry mm�wn aM lur oim�onnv� <br /> VNO�iSbnu.�c�lJO]PBOYNCAG.ilB�415inann N.Arnarp���neELp�mar�plN<�i/�IS.Sc�un <br />