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' tnxTower Job Page <br /> Norpro (BU 826263) 17 of 17 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 46302.115847 14:47:27 04/12/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed <br /> Phone:(919)661-6351 Crown Castle g by <br /> FAX:(919)661-6350 mzsmee <br /> Pole Interaction Design Data <br /> Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria <br /> No. P. M,„ M„. V T Stress Stress <br /> ft 4)P„ 'M,,.. ¢V„ On Ratio Ratio <br /> Li 150.083- 0.008 0.230 0.000 0.020 0.000 0.238 1.000 4.8.2 <br /> 119.666(1) <br /> L2 119.666- 0.005 0.223 0.000 0.011 0.000 0.228 1.000 4.8.2 <br /> 92.2497(2) <br /> L3 92.2497- 0.007 0.352 0.000 0.012 0.000 0.359 1.000 4.8.2 <br /> 45.6663(3) <br /> L4 45.6663-0(4) 0.008 0.398 0.000 0.010 0.000 0.406 1.000 4.8.2 <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P OP.il„„, % Pass <br /> No. ft Type Element lb lb Capacity Fail <br /> Li 150.083- Pole TP36.21x30.125x0.188 1 -9168.69 1178140.00 23.8 Pass <br /> 119.666 <br /> L2 119.666- Pole TP41.314x34.751x0.375 2 -17192.60 3453250.00 22.8 Pass <br /> 92.2497 <br /> L3 92.2497- Pole TP49.873x39.348x0.5 3 -38186.40 5681010.00 35.9 Pass <br /> 45.6663 <br /> L4 45.6663-0 Pole TP58x47.441x0.625 4 -66191.30 8498710.00 40.6 Pass <br /> Summary <br /> Pole(L4) 40.6 Pass <br /> Ratio! = 40.6 Pass <br /> Program Version 7.0.5.1-2/1/2016 File:C:/Users/mzsmee/Desktop/Structural/Structures/Crown/To Check/46302_Norpro/69298_115847_826263 Norpro <br /> SA/tnxTower/826263 LC5.eri <br />