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7 <br /> 1. <br /> Job Page <br /> tnxTower 85660.007.01-Lowell, WA(BU#815285) 14 of 15 <br /> B+T Group Project Date <br /> 1717 S.Boulder,Suite 300 10:09:25 08/22/17 <br /> Tulsa,OK 74119 Client Designed by <br /> Phone:(918)587-4630 Crown Castle B.Lozano <br /> FAX:(918)295-0265 <br /> Section Elevation Size L L„ Kl/r A P. 4P„ Ratio <br /> No. Pu <br /> ft ft ft in2 K K 4)Pn <br /> L4 40-0(4) P42x1/2 40.000 0.000 0.0 65.188 -40.260 2410.400 0.017 <br /> Pole Bending Design Data <br /> Section Elevation Size Max Mar Ratio M„,, 4M,,, Ratio <br /> No. Mur M,Y <br /> ft kip-ft kip ft 4,Mnx kip-ft kip ft $M„), <br /> L1 130-120(1) P30x3/8 34.580 947.858 0.036 0.000 947.858 0.000 <br /> L2 120-80(2) P30x3/8 360.572 947.858 0.380 0.000 947.858 0.000 <br /> L3 80-40(3) P36x3/8 1128.333 1338.808 0.843 0.000 1338.808 0.000 <br /> L4 40-0(4) P42x1/2 2034.117 2463.608 0.826 0.000 2463.608 0.000 <br /> Pole Shear Design Data <br /> Section Elevation Size Actual 4)V„ Ratio Actual (I)T„ Ratio <br /> No. Vu V„ Tu Tu <br /> ft K K 4)V„ kip-ft kip ft 4T <br /> L1 130-120(1) P30x3/8 3.900 655.528 0.006 0.000 1598.367 0.000 <br /> L2 120-80(2) P30x3/8 14.428 655.528 0.022 0.008 1598.367 0.000 <br /> L3 80-40(3) P36x3/8 21.525 745.048 0.029 1.082 2189.067 0.000 <br /> L4 40-0(4) P42x1/2 23.550 1205.200 0.020 1.082 4118.958 0.000 <br /> Pole Interaction Design Data <br /> Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria <br /> No. Pu Mur Mu, V T„ Stress Stress <br /> ft 4Pn 4Mnx n�Mv 4)V (I)T„ Ratio Ratio <br /> L1 130-120(1) 0.003 0.036 0.000 0.006 0.000 0.039 1.000 482 <br /> VI <br /> V* <br /> L2 120-80(2) 0.012 0.380 0.000 0.022 0.000 0.393 1.000 <br /> 4.82 V <br /> V <br /> L3 80-40(3) 0.019 0.843 0.000 0.029 0.000 0.8,6+2 1.000 <br /> 4.82 V <br /> �' <br /> L4 40-0(4) 0.017 0.826 0.000 0.020 0.000 0.843 1.000 4.8.2 y'' <br /> Vl <br />