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Site ID: 782350 <br /> January 26, 2015 <br /> Page 3 <br /> Results <br /> The existing monopole with the proposed 10 ft extension is structurally capable of supporting the <br /> existing and proposed antennas. <br /> The maximum structure usage is: 35.6%. <br /> Pole Reactions Original Design Current Analysis %Of Design <br /> Reactions Reactions <br /> Moment(ft-kips) 2,257.83 1,713.11 56.2* <br /> Shear(kips) 25.98 23.13 65.9* <br /> (*)The percentage is factored by 1.35 per TIA-EIA Rev G <br /> The foundation has been investigated using the supplied documents and soils report and was <br /> found adequate. Therefore,the foundation will not require modification. <br /> Conclusion <br /> Based on the analysis results, the existing structure with the proposed 1 ft extension meets the <br /> requirements per the ANSI/I-IA-222 Rev G standards for a basic wind speed of 90 mph no ice and <br /> 40 mph with 3/4"radial ice. <br /> If you have any questions or require additional information,please call 402-289-1888. <br /> Attachments <br /> 1. Drawing T-1,Revision 0,dated 01/26/2015. <br /> 2. Drawing N-1,Revision 0,dated 01/26/2015. <br /> 3. Drawing N-2,Revision 0, dated 01/26/2015. <br /> 4. Drawing S-1,Revision 0,dated 01/26/2015. <br /> 5. Drawing S-2,Revision 0, dated 01/26/2015. <br /> 6. Drawing S-3,Revision 0, dated 01/26/2015. <br /> Semaan Engineering Solutions Holdings,LLC <br /> 1079 N.205th Street,Elkhom,NE 68022 <br /> Phone:402-289-1888 <br />