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Februa , 20 <br />127 Ft Monopole Tower Structural Analysis CCI BU No 823967 <br />Project Number 37518-0703.001.7805, Application 423837, Revision 1 image-YS�- <br />Maximum Member Forces <br />Sectio <br />Elevation <br />Component <br />Condition <br />Gov. <br />Axial <br />Major Axis <br />Minor Axis <br />n <br />ft <br />Type <br />Load <br />Moment <br />Moment <br />No. <br />Comb. <br />K <br />kip-ft <br />ki -ft <br />L1 <br />127 •- 87.25 <br />Pole <br />Max Tension <br />1 <br />0.00 <br />0.00 <br />0.00 <br />Max. Compression <br />26 <br />-13.07 <br />-0.28 <br />0.19 <br />Max. Mx <br />8 <br />-7.30 <br />-382.96 <br />-0.11 <br />Max. My <br />2 <br />-7.28 <br />-0.24 <br />385.17 <br />Max. Vy <br />8 <br />13.18 <br />-382.96 <br />-0.11 <br />Max. Vx <br />2 <br />-13.25 <br />-0.24 <br />385.17 <br />Max. Torque <br />23 <br />-0.73 <br />L2 <br />87.25 - 52 <br />Pole <br />Max Tension <br />1 <br />0.00 <br />0.00 <br />0.00 <br />Max. Compression <br />26 <br />-18.20 <br />0.70 <br />-0.37 <br />Max. Mx <br />8 <br />-11.54 <br />-891.43 <br />-0.55 <br />Max. My <br />2 <br />-11.53 <br />0.31 <br />896.07 <br />Max. Vy <br />8 <br />16.31 <br />-891.43 <br />-0.55 <br />Max. Vx <br />14 <br />16.37 <br />-0.78 <br />-896.04 <br />Max. Torque <br />23 <br />-0.51 <br />L3 <br />52 - 16.75 <br />Pole <br />Max Tension <br />1 <br />0.00 <br />0.00 <br />0.00 <br />Max. Compression <br />26 <br />-25.22 <br />1.82 <br />-1.02 <br />Max. Mx <br />20 <br />-17.74 <br />1506.54 <br />0.65 <br />Max. My <br />14 <br />-17.74 <br />-0.74 <br />-1513.75 <br />Max. Vy <br />20 <br />-19.26 <br />1506.54 <br />0.65 <br />Max. Vx <br />14 <br />19.32 <br />-0.74 <br />-1513.75 <br />Max. Torque <br />14 <br />-0.51 <br />L4 <br />16.75 - 0 <br />Pole <br />Max Tension <br />1 <br />0.00 <br />0.00 <br />0.00 <br />Max. Compression <br />26 <br />-31.18 <br />2.57 <br />-1.46 <br />Max. Mx <br />20 <br />-23.20 <br />1944.00 <br />0.69 <br />Max. My <br />14 <br />-23.20 <br />-0.69 <br />-1952.49 <br />Max. Vy <br />20 <br />-20.89 <br />1944.00 <br />0.69 <br />Max. Vx <br />14 <br />20.95 <br />-0.69 <br />-1952.49 <br />Max. Torque <br />14 <br />-0.75 <br />Maximum Reactions <br />Location Conditio <br />Gov. <br />Load <br />Comb. <br />Vertical <br />K <br />Horizontal, X <br />K <br />Horizontal, Z <br />K <br />Pole Max. Ve <br />26 <br />31.18 <br />-0.00 <br />0.00 <br />Max. H <br />21 <br />17.41 <br />20.88 <br />0.01 <br />Max. HZ <br />3 <br />17.41 <br />0.01 <br />20.94 <br />Max. Mx <br />2 <br />1951.84 <br />0.01 <br />20.94 <br />Max. M, <br />8 <br />1943.31 <br />-20.88 <br />-0.01 <br />Max. Torsi <br />n 2 <br />0.75 <br />0.01 <br />20.94 <br />Min. Ve <br />3 <br />17.41 <br />0.01 <br />20.94 <br />Min. H. <br />9 <br />17.41 <br />-20.88 <br />-0.01 <br />Min. Hz <br />15 <br />17.41 <br />-0.01 <br />-20.94 <br />Min. Mx <br />14 <br />-1952.49 <br />-0.01 <br />-20.94 <br />Min. M. <br />20 <br />-1944.00 <br />20.88 <br />0.01 <br />Min. Torsi <br />n 14 <br />-0.75 <br />-0.01 <br />-20.94 <br />i ower Mast Reaction summary <br />Load Vertical Shear, Shear, Overturning Overturning Torque <br />Combination Moment, Mx Moment, M. <br />K K K kip-ft kip-ft kip-ft <br />Dead Only 19.34 -0.00 0.00 0.27 0.31 -0.00 <br />1.2 Dead+1.6 Wind 0 deg - 23.21 -0.01 -20.94-1951.84 1.36 -0.75 <br />No Ice <br />tnxTower Report - version 7.0.5.1 <br />