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Page 14 <br /> Final Configuration <br /> Mount Rad Mount <br /> Height (ft) Height (ft) Qty. Appurtenance Carrier Type <br /> 3 Ericsson L-sub6 <br /> 6 Commscope NNH4-65B-R6 <br /> 93.5 93.5 3 Ericsson RRU 4449 T-Arm Verizon <br /> 3 Ericsson RRU 8843 <br /> 3 Raycap RXXDC-3315-PF-48 <br /> Structure Usages <br /> Summary <br /> Pole(L3) 61.1% Pass <br /> Base Plate 48.5% Pass <br /> Anchor Bolts 66.3% Pass <br /> RATING= 66.3% Pass <br /> Foundation Reactions <br /> Reaction Data Previous Reactions Analysis Reactions Result <br /> Moment(kip-ft) 1,048.2 974.0 Pass <br /> Shear(kip) 13.4 12.0 Pass <br /> Axial (kip) 15.5 19.0 Pass <br /> Tower base reactions are acceptable when compared to the previous analysis reactions <br /> Deflection, Twist, and Sway <br /> Antenna Elevation (ft) Deflection (in) Twist(°) Sway(°) <br /> 93.5 10.328 0.001 0.8614 <br /> *Per ANSI/TIA-222-H Section 2.8.2 maximum serviceability structural deflection limit is 3%of structure height. <br /> *Per ANSI/TIA-222-H Section 2.8.2 maximum serviceability structural twist and sway limit is 4 degrees. <br /> *Per ANSI/TIA-222-H Section 2.8.3 deflection,Twist,and sway values were calculated using a basic 3-second gust wind speed <br /> of 60 mph. <br /> C O R E D N E Core One Consulting USA <br /> CONSULTING usa O Phone: (778) 805-2166 <br /> www.coreoneconsulting.com <br />