2420 39TH ST A T AND T ANTENNA 2025-05-14

Job Page tnxTower 85660.014.01 -LOWELL,WA(BU#815285) 13 of 19 B+T Group Project Date 1717 S.Boulder,Suite 300 20:00:59 07/02/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Rakshak FAX:(918)295-0265 Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip-jt kip-ft Ll 130-120 Pole Max Tension 8 0.000 0.000 -0.000 t Max.Compression 26 -6.502 -0.130 0.051 Max.Mx 8 -4.030 -24.343 0.066 Max.My 2 -4.030 -0.082 24.264 Max.Vy 8 2.951 -24.343 0.066 Max.Vx 2 -2.944 -0.082 24.264 Max.Torque 12 0.250 L2 120-80 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -28.534 -0.485 0.304 Max.Mx 8 -18.144 -269.003 0.427 Max.My 2 -18.145 -0.400 268.640 Max.Vy 8 11.175 -269.003 0.427 Max.Vx 2 -11.160 -0.400 268.640 Max.Torque 12 0.361 L3 80-40 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -47.497 -1.630 0.863 Max.Mx 8 -31.434 -857.260 0.926 Max.My 2 -31.435 -1.100 856.108 Max.Vy 8 16.374 -857.260 0.926 Max.Vx 2 -16.359 -1.100 856.108 Max.Torque 12 0.361 IA 40-0 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -62.017 -3.015 1.562 Max.Mx 8 -43.964 -1542.743 1.482 Max.My 2 -43.964 -1.911 1540.760 Max.Vy 8 17.718 -1542.743 1.482 Max.Vx 2 -17.704 -1.911 1540.760 Max.Torque 12 0.361 Maximum Reactions Location , Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 62.017 0.000 0.000 Max.Hx 20 43.973 17.694 -0.006 Max Hz 2 43.973 -0.006 17.680 Max.Mr 2 1540.760 -0.006 17.680 Max.M, 8 1542.743 -17.694 0.006 Max.Torsion 12 0.360 -9.038 -15.649 Min.Vert 23 32.980 15.321 8.835 Min.Hx 8 43.973 -17.694 0.006 Min.Hi 14 43.973 0.006 -17.680 Min.Mx 14 -1539.383 0.006 -17.680 Min.Mz 20 -1540.506 17.694 -0.006 Min.Torsion 24 -0.360 9.038 15.649 Tower Mast Reaction Summary Load .� Vertical Shear„ Shears Overturning Overturning Torque Combination Moment,Mx Moment,M _ K K K kip ft la ft ®. Idp- Dead Only 36.644 0.000 0.000 -0.553 -0.901 0.000