Laserfiche WebLink
,, Job Page <br /> tnxTower Buzz Inn (BU 880407) 12 of 12 <br /> Tower Engineering Project Date <br /> Professionals,Inc. TEP No. 51358.131860 - Seismic Analysis 08:01:30 09/10/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603-5263 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 TLI <br /> Section Elevation Size M. OM. Ratio M„ 4My Ratio <br /> No. M,� Mu, <br /> ft kip-ft kip-ft 4M„ kip-ft kip-ft 4M,,y <br /> Ll 88-42.25 0) TP20.865x14x0.1875 84.97 365.37 0.233 0.00 365.37 0.000 <br /> L2 42.25-0(2) TP26.83x20.0774x0.1875 186.80 577.82 0.323 0.00 577.82 0.000 <br /> Pole Shear Design Data <br /> Section Elevation Size Actual tV„ Ratio Actual 0T1 Ratio <br /> No. V Vu T. T. <br /> ft K K (011„ kip-ft kip-ft 4)T <br /> Ll 88-42.25(1) TP20.865x14x0.1875 2.11 439.00 0.005 0.00 731.62 0.000 <br /> L2 42.25-0(2) TP26.83x20.0774x0.1875 2.34 526.92 0.004 0.00 1157.06 0.000 <br /> Pole Interaction Design Data <br /> Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria <br /> No. P. Mux M,,, V T Stress Stress <br /> ft OP„ OM„,, OW OV OT„ Ratio Ratio <br /> Li 88-42.25(1) 0.005 0.233 0.000 0.005 0.000 0.237 1.000 4.8.2 <br /> L2 42.25-.0(2) 0.007 0.323 0.000 0.004 0.000 0.331 1.000 4.8.2 <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P OPallow % Pass <br /> No. ft Type Element K K Capacity Fail <br /> Ll 88-42.25 Pole TP20.865x14x0.1875 1 -4.28 877.99 23.7 Pass <br /> L2 42.25-0 Pole TP26.83x20.0774x0.1875 2 -7.63 1053.84 33.1 Pass <br /> Summary <br /> Pole(L2) 33.1 Pass <br /> RATING= 33.1 Pass <br /> Program Version 7.0.5.1 2/1/2016 File:C:/Users/tlinfante/Desktop/51358.131860 BUZZ INN/tnxTower/Seismic/TIA-G/Seismic_TIA-G_880407_LC5.eri <br />