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Y <br /> Job Page <br /> tnxTower Buzz Inn (BU 880407) 13 of 13 <br /> Tower Engineering Project Date <br /> Professionals,Inc. TEP No. 51358.131860 21:34:29 09/10/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603-5263 Client Designed <br /> Phone:(919)661-635 1 Crown Castle g by <br /> FAX:(919)661-6350 pstewart <br /> Pole Interaction Design Data <br /> Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria <br /> No. Pu M,,, M„, V T Stress Stress <br /> ft •p, OM„x OM}, 417„ 4T„ Ratio Ratio <br /> Ll 88-42.25(1) 0.005 0.412 0.000 0.011 0.001 0.417 1.000 4.8.2 <br /> L2 42.25-0(2) 0.007 0.689 0.000 0.012 0.000 0.696 1.000 4.8.2 <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P OPa,1o,, % Pass <br /> No. ft Type Element K K Capacity Fail <br /> LI 88-42.25 Pole TP20.865x14x0.1875 1 -4.07 877.99 41.7 Pass <br /> L2 42.25-0 Pole TP26.83x20.0773x0.1875 2 -7.62 1053.84 69.6 Pass <br /> Summary <br /> Pole(L2) 69.6 Pass <br /> RATING= 69.6 Pass <br /> Program Version 7.0.5.1-2/1/2016 File:C:/Users/pstewart/Desktop/Structural TNX Files/880407/880407_LC5.eri <br />