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i <br /> Job Page <br /> tnatTower 85660.010.01-Lowell, WA(BU#815285) 14 of 15 <br /> B+T Group Project Date <br /> 1717 S.Boulder,Suite 300 17:39:55 05/15/18 <br /> Tulsa,OK 74119 Client Designed by <br /> Phone:(918)587-4630 Crown Castle <br /> FAX. (918)295-0265 Rakshak <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in ft <br /> 71.000 4'x 3"Pipe Mount 35 5.207 0.659 0.000 8199 <br /> 70.000 (2)SBNHH-1D65C 35 5.065 0.650 0.000 7987 <br /> Maximum Tower Deflections Design Wind <br /> Section Elevation Horz. Gov. Tilt Twist <br /> No. Deflection Load <br /> ft in Comb. 0 <br /> Ll 130-120 54.479 20 3.075 0.004 <br /> L2 120-80 48.049 20 3.064 0.003 <br /> L3 80-40 23.615 20 2.614 0.001 <br /> L4 40-0 6.110 20 1.331 0.000 <br /> Critical Deflections and Radius of Curvature - Design Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in ft <br /> 132.500 Lightning Rod 3/4"x 5' 20 54.479 3.075 0.004 71629 <br /> 129.000 ET-X-TW-73-15-63-18-62-18 w/ 20 53.836 3.075 0.004 71629 <br /> Mount Pipe <br /> 100.000 SBJAH4-1D65C-DL 20 35.400 2.944 0.002 5556 <br /> 86.000 RNSDC-7771-PF-48 20 27.016 2.740 0.001 3483 <br /> 85.000 (2)ETT19V2S12UB 20 26.440 2.721 0.001 3392 <br /> 83.000 Miscellaneous[NA 509-3] 20 25.299 2.680 0.001 3222 <br /> 71.000 4'x 3"Pipe Mount 20 18.795 2.378 0.001 2282 <br /> 70.000 (2)SBNHH-1D65C 20 18.284 2.349 0.001 2222 <br /> Compression Checks <br /> Pole Design Data <br /> Section Elevation Size L L„ Kl/r A P" 4)P„ Ratio <br /> No. P„ <br /> ft ft ft in2 K K d)P„ <br /> Ll 130 120(1) P30x3/8 10.000 0.000 0.0 34.901 -3.748 1311.060 0.003 <br /> L2 120-80(2) P30x3/8 40.000 0.000 0.0 34.901 -17.126 1311.060 0.013 <br /> L3 80-40(3) P36x3/8 40.000 0.000 0.0 41.970 -29.149 1490.100 0.020 <br /> L4 40-0(4) P42x1/2 40.000 0.000 0.0 65.188 -41.960 2410.400 0.017 <br /> Pole Bending Design Data <br /> Section Elevation Size M +1 Ratio M. +M,0, Ratio <br /> No. M MY <br /> ft "P-ft kip ft •M "Pft kipft 4)14 <br /> Ll 130-120(1) P30x3/8 32.290 947.858 0.034 0.000 947.858 0.000 <br /> L2 120-80(2) P30x3/8 368.477 947.858 0.389 0.000 947.858 0.000 <br />