Laserfiche WebLink
July 12, 2017 <br /> 150-ft Monopole Tower Structural Analysis Report CC/BU No 826263 <br /> TEP Project Number 46302.124891,Application 394797, Revision 1 Page 6 <br /> Table 6-Tower Component Stresses vs. Capacity <br /> Notes Component Elevation(ft) %Capacity Pass/Fail ' <br /> 1 AnchorRods <br /> ---- � <br /> 69.3 I Pass._ <br /> 1 i Base Plate 1 - 1 39.5 [ Pass i <br /> 1 Base Foundation Soil Interaction 1 - f 38.4 I Pass <br /> 1 Base Foundation Structural r - 1 79.4 Pass <br /> Structure Rating(max from all components)= 79A% <br /> m <br /> Notes: <br /> - - - - - ----- <br /> 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity listed. <br /> 4.1) Recommendations <br /> 1) If the load differs from that described in Tables 1 and 2 of this report, "Appendix B—Base Level <br /> Drawing" or the provisions of this analysis are found to be invalid, another structural analysis <br /> should be performed. <br /> 2) The tower and its foundation have sufficient capacity to carry the proposed load configuration. <br /> No modifications are required at this time. <br /> tnxTower Report-version 7.0.5.1 <br />