Laserfiche WebLink
February 2018 <br />127 Ft Monopole Tower Structural Analysis CCI BU No 823967 <br />Project Number 37518-0703.001.7805, Application 423837, Revision 1 P <br />Pole Interaction Design Data <br />Section <br />Elevation <br />Ratio <br />Ratio <br />Ratio <br />Ratio <br />Ratio <br />Comb. <br />Allow. <br />Criteria <br />No. <br />P. <br />M x <br />M y <br />VU <br />T. <br />Stress <br />Stress <br />ft <br />$Pn <br />�Mnx <br />�Mny <br />�V <br />�Tn <br />Ratio <br />Ratio <br />L1 <br />127 - 87.25 <br />0.008 <br />0.930 <br />0.000 <br />0.030 <br />0.000 <br />0.939 <br />1.000 <br />4/ <br />(1) <br />4 8 2 <br />L2 <br />87.26 - 52 (2) <br />0.007 <br />0.985 <br />0.000 <br />0.021 <br />0.000 <br />0.993 <br />1.000 <br />V <br />4 8 2 <br />L3 <br />52 - 16.75 (3) <br />0.008 <br />0.901 <br />0.000 <br />0.016 <br />0.000 <br />0.909 <br />1.000 <br />I/ <br />4 8 2' <br />L4 <br />16.75 - 0 (4) <br />0.007 <br />0.775 <br />0.000 <br />0.013 <br />0.000 <br />0.782 <br />1.000 <br />I/ <br />4 8 2 <br />Section Capacity Table <br />Pass <br />Section <br />Elevation <br />Component <br />Size <br />Critical <br />P <br />ePeno. <br />% <br />No. <br />ft <br />Type <br />Element <br />K <br />K <br />Capacity <br />Fail <br />L1 <br />127 - 87.25 <br />Pole <br />TP23.71xl6x0.1875 <br />1 <br />-7.28 <br />890.41 <br />93.9 <br />Pass <br />L2 <br />87.25 - 52 <br />Pole <br />TP30.04x22.6561 x0.25 <br />2 <br />-11.53 <br />1542.43 <br />99.3 <br />Pass <br />L3 <br />52 - 16.75 <br />Pole <br />TP36.2x28.7302x0.3125 <br />3 <br />-17.74 <br />2362.65 <br />90.9 <br />Pass <br />L4 <br />16.75 - 0 <br />Pole <br />TP38.75x34.6295x0.376 <br />4 <br />-23.20 <br />3229.31 <br />78.2 <br />Pass <br />Summary <br />Pole (1-2) <br />99.3 <br />Pass <br />RATING = <br />99.3 <br />Pass <br />tnxTower Report - version 7.0.5.1 <br />