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March 08, 2022 <br /> 130 Ft Monopole Tower Structural Analysis CC!BU No 815285 <br /> Project Number 2084453, Order 607190, Revision 1 Page 37 <br /> Section Elevation Size M. +M. Ratio M.y +Mny Ratio <br /> No. Mux Muy <br /> ft kip-ft kip-ft 4Mn7 kip-ft kip-ft +Mny <br /> L3 80-40(3) P36x3/8 1032.333 1338.808 0.771 0.000 1338.808 0.000 <br /> L4 40-0(4) P42x1/2 1796.025 2463.608 0.729 0.000 2463.608 0.000 <br /> Pole Shear Design Data <br /> Section Elevation Size Actual 4Vn Ratio Actual +Tn Ratio <br /> No. Vu Vu Tu Tu <br /> ft K K +Vn kip-ft kip-ft +Tn <br /> L1 130-120(1) P30x3/8 2.995 395.779 0.008 0.000 994.725 0.000 <br /> L2 120-80(2) P30x3/8 13.586 395.779 0.034 0.147 994.725 0.000 <br /> L3 80-40(3) P36x3/8 18.314 454.187 0.040 0.447 1094.275 0.000 <br /> L4 40-0(4) P42x1/2 19.694 739.232 0.027 0.446 2463.342 0.000 <br /> Pole Interaction Design Data <br /> Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria <br /> No. Pu Mux Muy Vu Tu Stress Stress <br /> ft +Pn , +Mnx +Mny +Vn +Tn Ratio Ratio <br /> L1 130-120(1) 0.003 0.026 0.000 0.008 0.000 0.029 1.050 4.8.2 <br /> L2 120-80(2) 0.016 0.382 0.000 0.034 0.000 0.400 1.050 4.8.2 <br /> L3 80-40(3) 0.023 0.771 0.000 0.040 0.000 0.796 1.050 4.8.2 <br /> L4 40-0(4) 0.020 0.729 0.000 0.027 0.000 0.749 1.050 4.8.2 <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P 0Pauow % Pass <br /> No. ft Type Element K K Capacity Fail <br /> L1 130-120 Pole P30x3/8 1 -4.002 1376.613 2.8 Pass <br /> L2 120-80 Pole P30x3/8 2 -21.343 1376.613 38.1 Pass <br /> L3 80-40 Pole P36x3/8 3 -34.557 1564.605 75.8 Pass <br /> L4 40-0 Pole P42x1/2 4 -47.287 2530.920 71.4 Pass <br /> Summary <br /> Pole(L3) 75.8 Pass <br /> RATING= 75.8 Pass <br /> tnxTower Report-version 8.1.1.0 <br />