Laserfiche WebLink
June 18, 2025 <br />59 Ft Monopole Tower Structural Analysis CCI BU No 845404 <br />Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 22 <br />tnxTower Report - version 8.3.0.5 <br />Section <br />No. <br />Elevation <br /> <br />ft <br />Ratio <br />Pu <br />Pn <br />Ratio <br />Mux <br />Mnx <br />Ratio <br />Muy <br />Mny <br />Ratio <br />Vu <br />Vn <br />Ratio <br />Tu <br />Tn <br />Comb. <br />Stress <br />Ratio <br />Allow. <br />Stress <br />Ratio <br />Criteria <br />L1 59 - 19.9167 <br />(1) <br />0.008 0.514 0.000 0.033 0.001 0.524 1.050 <br />L2 19.9167 - 0 <br />(2) <br />0.008 0.543 0.000 0.024 0.000 0.551 1.050 <br /> <br /> <br /> <br /> <br /> <br /> Section Capacity Table <br /> <br />Section <br />No. <br />Elevation <br />ft <br />Component <br />Type <br />Size Critical <br />Element <br />P <br />K <br />øPallow <br />K <br />% <br />Capacity <br />Pass <br />Fail <br />L1 59 - 19.9167 Pole TP24.382x16.562x0.2813 1 -10.18 1295.23 49.9 Pass <br />L2 19.9167 - 0 Pole TP27.8x23.0025x0.3438 2 -13.84 1866.74 52.5 Pass <br /> Summary <br /> Pole (L2) 52.5 Pass <br /> RATING = 52.5 Pass <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />