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Eng. Number 13773495_C3_03 <br /> March 18,2022 <br /> Page.5 <br /> Structure Usages <br /> Controlling <br /> Structural Component Usage Pass/Fail <br /> Anchor Bolts 62% Pass <br /> Shaft 82% Pass <br /> Base Plate 25% Pass <br /> Foundations <br /> Reaction Component Analysis Reactions %of Usage <br /> Moment(Kips-Ft) 2585.3 51% <br /> Shear(Kips) 29.7 57% <br /> Axial (Kips) 35.1 3% <br /> The structure base reactions resulting from this analysis were found to be acceptable through analysis based on <br /> geotechnical and foundation information,therefore no modification or reinforcement of the foundation will be <br /> required. <br /> Deflection,Twist and Sway* <br /> Antenna Deflection Sway <br /> Elevation Antenna Carrier (Rotation) <br /> (ft) (ft) (°) <br /> Fujitsu TA08025-B605 <br /> 132.0 JMA Wireless MX08FR0665 21 DISH WIRELESS L.L.C. 2.573 2.000 <br /> Fujitsu TA08025-8604 <br /> Raycap RDIDC-9181-PF-48 <br /> 70.0 Andrew VHLP4-10W-2GR/A VERIZON WIRELESS 0.713 1.220 <br /> 56.0 Andrew Microwaves VHLP4-26 CLEARWIRE CORPORATION 0.448 0.940 <br /> Dragon Wave A-ANT-26G-3-C <br /> *Deflection,Twist and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-H <br /> Tower Engineering Professionals,Inc.-326 Tryon Road-Raleigh,NC 27603-919-661-6351 Office-919-661-6350 Fax-www.tepgroup.net <br />