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Job Page <br /> MxTvwer Norpro, WA BU#826263 9 of 10 <br /> Vertical Structures,Inc. Project Date <br /> 309 Spangler Dr,Suite E Vertical Structures Job No. 2016-003-031 13:04:43 03/10/16 <br /> Richmond,KY40475 Client Designed by <br /> Phone:(859)624-8360 Crown Castle <br /> FAX.-(859)624-8369 chymore <br /> Compression Checks <br /> Pole Design Data <br /> Section Elevation Size L L„ Kilr A P„ pP„ Ratio <br /> No. P„ <br /> ft f it int lb lb Op <br /> L1 150.083- T1136.2100.130.188 30.42 0.00 0.0 20.9538 -8981.99 1183390.00 0.008 <br /> 119.667(l) <br /> L2 119.667- TP41.31x34.7513x0.375 32.83 0.00 0.0 47.5148 -16969.40 3453050.00 0.005 <br /> 92,25(2) <br /> L3 92.25- TP49.87x39.3448x0.5 5267 0.00 0.0 76.4607 -37552.10 5680650.00 0.007 <br /> 45.6667(3) <br /> L4 45.6667-0(4) TP58x47.4378x0.625 52.83 0.00 0.0 114.391 -65052.30 8498710.00 0.008 <br /> 0 <br /> Pole Bending Design Data <br /> Section Elevation Size Lf„ om- Ratio M- 01/1,,, Ratio <br /> No. 17,,, Muv <br /> Jl lb fi lb-ft SAO, lb-ft lb ft _I_ <br /> L1 150.083- TP36.2100.13x0.188 197321.67 848933.33 0.232 0.00 848933.33 0.000 <br /> 119.667(l) <br /> L2 119.667- TP41.3Ix34.7513x0.375 678506.67 2804733.33 0.242 0.00 2804733.33 0.000 <br /> 92.25(2) <br /> L3 92.25- TP49.8709.3448x0.5 2089675.00 5563300.00 0.376 0.00 5563300.00 0.000 <br /> 45.6667(3) <br /> L4 45.6667-0(4) TP58x47.43780.625 4210075.00 9957083.33 0.423 0.00 9957083.33 0.000 <br /> Pole Shear Design Data <br /> Section Elevation Size Actual pv„ Ratio Actual 07 Ratio <br /> No. V V T. T. <br /> ft lb _ lb lb-ft Ib-ft tT <br /> Ll 150.083- TP36.2lx30.13x0.188 13271.10 591696.00 �y 0.022 2074.29 1711408.33 0.001 <br /> 119.667(l) <br /> L2 119.667- TP41.31 x34.7513x0.375 21369.60 1726520.00 0.012 4136.18 5654200.00 0.001 <br /> 92.25(2) <br /> L3 92.25- TP49.87x39.3448x0.5 36377.90 2840330.00 0.013 2740.47 11215333.33 0.000 <br /> 45.6667(3) <br /> L4 45.6667-0(4) TP58x47.4378x0.625 42935.00 4249360.00 0.010 2846.77 20073000.00 0.000 <br />