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0 <br /> Page <br /> tnxTow�er� Job 85660.010.01-Lowell, WA(BU#815285) 15 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 /> Section Elevation Size M •M Ratio MY 404y Ratio <br /> No. M. MY <br /> ft kip ft k112-ft (I)Mx k pft ldpft rbM, <br /> L3 80-40(3) P36x3/8 1178.017 1338.808 0.880 0.000 1338.808 0.000 <br /> L4 40-0(4) P42x1/2 2119.733 2463.608 0.860 0.000 2463.608 0.000 <br /> Pole Shear Design Data <br /> Section Elevation Size Actual 4V Ratio Actual 11T Ratio <br /> No. V V T T <br /> ft K K (1)y kip ft kip-ft 4.T„ <br /> Ll 130-120(1) P30x3/8 3.601 655.528 0.005 0.319 1598.367 0.000 <br /> L2 120-80(2) P30x3/8 16.142 655.528 0.025 0.628 1598.367 0.000 <br /> L3 80-40(3) P36x3/8 22.390 745.048 0.030 0.288 2189.067 0.000 <br /> L4 40-0(4) P42x1/2 24.469 1205.200 0.020 0.287 4118.958 0.000 <br /> Pole Interaction Design Data <br /> Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria <br /> No. P„ Mx MY V T Stress Stress <br /> ft •P„ 4M4M,, 4W 4T Ratio Ratio <br /> Ll 130-120(1) 0.003 0.034 0.000 0.005 0.000 0.037 1.000 <br /> 4.8.2 V <br /> V V <br /> L2 120-80(2) 0.013 0.389 0.000 0.025 0.000 0.402 1.000 4.82 <br /> V <br /> L3 80-40(3) 0.020 0.880 0.000 0.030 0.000 0.900 1.000 482 V <br /> V . <br /> L4 40-0(4) 0.017 0.860 0.000 0.020 0.000 0.878 1.000 <br /> 4.8/ V <br /> V <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P eat., % Pass <br /> No. ft Type Element K K Capacity Fail <br /> LI 130-120 Pole P30x3/8 1 -3.748 1311.060 3.7 Pass <br /> L2 120-80 Pole P30x3/8 2 -17.126 1311.060 40.2 Pass <br /> L3 80-40 Pole P36x3/8 3 -29.149 1490.100 90.0 Pass <br /> L4 40-0 Pole P42x1/2 4 -41.960 2410,400 87.8 Pass <br /> Summary <br /> Pole(L3) 90.0 Pass <br /> RATING= 90.0 Pass <br /> Program Version 7.0.5.1 <br />