Laserfiche WebLink
tnPae <br /> Job 9 <br /> xTOWer Norpro, WA BU#826263 10 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 /> Pole Interaction Design Data <br /> Section - Elevation Ratio Ratio Ratio w� Ratio Ratio Comb. - Allow. F Criteria <br /> No. P. M X, V. T Stress Stress <br /> it �P OMs OM, 0V, OT Ratio Ratio <br /> Ll 150.083- 0.008 0.232 0.000 0.022 0.001 0.241 1.000 4.8.2 <br /> 119.667(l) V <br /> L2 119.667- 0.005 0.242 0.000 0.012 0.001 0.247 1.000 4.8.2 (/ <br /> 92.25(2) V/ <br /> L3 92.25- 0.007 0.376 0.000 0.013 0.000 0.382 1.000 4.8.2 (/ <br /> 45.6667(3) Y <br /> L4 45.6667-0(4) 0.008 0.423 0.000 0.010 0.000 0.431 1.000 4.8.2 <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P op.w. % Pass <br /> No. f Type Element lb lb Capacity Fail <br /> LI 150.083- Pole TP36.2lx30.13x0.188 1 -8981.99 1183390.00 24.1 Pass <br /> 119.667 <br /> L2 119.667-92.25 Pole TP41.31 x34.7513x0.375 2 -16969.40 3453050.00 24.7 Pass <br /> L3 92.25-45.6667 Pole TP49.8709.3448x0.5 3 -37552.10 5680650.00 38.2 Pass <br /> L4 45.6667-0 Pole TP58x47.4378x0.625 4 -65052.30 8498710.00 43.1 Pass <br /> Summary <br /> Pole(L4) 43.1 Pass <br /> RATING= 43.1 Pass <br /> Program Version 7.0.5.1-2/1/2016 File://NAS I/CHymore/Open Jobs/2016-003-031 Norpro,WA/tnx/826263.eri <br />