2420 39TH ST SPRINT ANTENNA 2018-04-17

Job Page tnxTower 85660.007.01- Lowell, WA(BU#815285) 13 of 15 B+T Group Project Date 1717 S.Boulder,Suite 300 10:09:25 08/22/17 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle B.Lozano FAX:(918)295-0265 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in 0 0ft 132.500 Lightning Rod 3/4"x 5' 35 14.530 0.826 0.001 187979 129.000 POWER JUNCTION CYLINDER 35 14.357 0.826 0.001 187979 100.000 SBJAH4-1D65C-DL 35 9.415 0.786 0.001 19615 85.000 (3)TMBXX-6516-R2M w/Mount 35 7.023 0.723 0.001 12303 Pipe 83.000 Miscellaneous[NA 509-3] 35 6.719 0.712 0.001 11713 71.000 4'x 3"Pipe Mount 35 4.989 0.630 0.001 8422 70.000 (4)CWWX063X19G00 35 4.853 0.623 0.001 8211 Maximum Tower Deflections -Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° LI 130-120 52.455 20 2.983 0.003 L2 120-80 46.218 20 2.971 0.003 L3 80-40 22.635 20 2.505 0.003 L4 40-0 5.860 20 1.277 0.001 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 132.500 Lightning Rod 3/4"x 5' 20 52.455 2.983 0.003 52374 129.000 POWER JUNCTION CYLINDER 20 51.830 2.982 0.003 52374 100.000 SBJAH4-1D65C-DL 20 33.985 2.840 0.003 5453 85.000 (3)TMBXX-6516-R2M w/Mount 20 25.351 2.611 0.003 3419 Pipe 83.000 Miscellaneous[NA 509-3] 20 24.254 2.571 0.003 3254 71.000 4'x 3"Pipe Mount 20 18.007 2.276 0.003 2337 70.000 (4)CWWX063X19G00 20 17.517 2.248 0.003 2279 Compression Checks Pole Design Data Section Elevation Size L L„ Kl/r A P„ QIP„ Ratio No. P" ft ft ft in2 K K en L1 130-120(1) P30x3/8 10.000 0.000 0.0 34.901 -3.778 1311.060 0.003 L2 120-80(2) P30x3/8 40.000 0.000 0.0 34.901 -15.836 1311.060 0.012 L3 80-40(3) P36x3/8 40.000 0.000 0.0 41.970 -27.678 1490.100 0.019