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Anchor Rod Check for Self Supporting Towers � � � N N <br /> TIA-222-G,Section 4.9.9 Rev.6.1 �h ��`7 �' <br /> �`� t_ <br /> Site Data Reactions <br /> BU#: $56390 , ' Eta Factor, ', D.5,: Detail T e <br /> Site Name: Paine Fie(t� �E3�iwn tcrady�uo '171�.182�..��'ki s <br /> A #: 405$07 Rev.6 Chear,Vu: �'13'195���'�ki s <br /> Anchor Rod Data ,r: i�, <br /> Qty: 4 ' Mu=C�.65�1„�V„ Tt-kip5 <br /> Diam: 1.5 ' in <br /> Rod Material: A572 Gr.50 <br /> Stren th Fu : 65 ksi Anchor Rod Results: <br /> Yield F : 50 ksi Max Rod(Cu+Vu/rj): 35.6 Kips <br /> Design Axial,�*Fu�Anet: 73.3 Kips <br /> 'Roc�Circle: in Anchor Rod Stress Ratio: 48.6% <br /> �e: in <br /> `#of F�odS 1 or 2 <br /> If Applicable; <br /> �1u=Pu x e: ft-ki s Anchor Rod Results with Bendin Considered: <br /> `C?nly en�er rr�r1 cirele. r�ffsef(e,l and nuinbar When tfae clear a`isfance from fhe tc�,o of concrete to fhe baffom <br /> c�f aneh�r rods at ihe extren�e#iber to of level nut excceeds i.C1 tir.��s ths diameter of fhe anchor rari, <br /> cvrasider if�ccentric Ic�ad due to feg the folfowing irrferaclion eqcratir�n shatf alsa be safisfiec�{see <br /> reinf�rc�.��nt exist. �igure 4-4 of Rev. G): <br /> --..__..._ —___ ____ _----- �Vu��Rnv)2+��Pu��Rnt)+�Mu��Rnm)�2<=1 <br /> ��� <br /> � ��?�§ a��a; �Rnv=�*0.45*F„b*qb= kips <br /> ,J._�? � <br /> � �.;.�_ ,u, � a � Rnt=�ieFu*Anet= klpS <br /> �""� �'"-�°� �R �*Fy*Z= ft-kips <br /> nm- <br /> ^.nc���� c�r�s�� , <br /> � , :.. x�"��,__ <br /> � � `�� _,.�.� <br /> ����It�t� � SEGT!'�Jk'� ��� <br /> Q���f6'� �)°�� ��� �3E'����C T��i� (�,D� <br /> °�=�.�n ��.�.�,•:, <br /> �:R,�.„��p «,«�,°""�w <br /> �� ��� : � �,� <br /> _„� ��; D . �� � <br /> �� � <br /> �r>� <br /> ,-r�c�ser;�s� . . � . <br /> r-,ri�.^eA--�, ��'��ui ccncsa'ffi-� <br /> � � � � �� �a,�,. <br /> �.. .. .............� <br /> �;�f��"1a"�at�d i�;>�' S��T€C)t� C}-� <br /> �?et��t Ty�re t�� �ret�il Ty��� �c�} Maximum Acceptable Ratio: `' 't'�t5. '__ :% <br /> -�s�,.�� C��r�r���¢�eix} <br /> " �2�c7..a� <br /> �---- -------- Governing Stress Ratio: 48.6% ���� <br /> Figure 4-4 of TIA-222-G <br /> SST Anchor Rod Check For Rev G-Rev 6.1 091912 <br />