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Eng. Number OAA709101_C3_02 <br /> August 28, 2017 <br /> / W R <br /> R Page 3 <br /> CKGM6fEARQ''F.HBiO+Y48 <br /> Structure Usages <br /> Structural Component Controlling Usage Pass/Fail <br /> Legs 71% Pass <br /> Diagonals 45% Pass <br /> Horizontals 25% Pass <br /> Anchor Bolts 42% Pass <br /> Leg Bolts 44% Pass <br /> Foundations <br /> Original Design Factored Design <br /> Reaction Component Reactions Reactions* Analysis Reactions %of Design <br /> Uplift(Kips) 208.7 281.7 156.0 55% <br /> Axial(Kips) 232.8 314.3 178.0 56% <br /> Shear(Kips) 39.3 53.1 23.8 45% <br /> *The design reactions are factored by 1.35 per ANSI/TIA-222-6,Sec.15.5.1 <br /> The structure base reactions resulting from this analysis are acceptable when compared to those shown on the <br /> original structure drawings,therefore no modification or reinforcement of the foundation will be required. <br /> Deflection,Twist and Sway* <br /> Antenna <br /> Deflection Sway <br /> Elevation Antenna Carrier Twist(e) <br /> (ft) (ft) (Rotation) (°) <br /> 145.0 RFS DAX8-59AC Verizon Wireless 0.425 0.386 <br /> 0.001 <br /> 132.0 RFS SU6-107BB Snohomish County PTB 0.345 0.344 <br /> Andrew VHLP1-23 <br /> Samsung 800 MHz RRH <br /> Samsung 2.5GHz 8T8R RRH <br /> 120.0 (2.5LTEV3 10KM) Clearwire- 0.270 0.007 0.319 <br /> Samsung RRH-P4(1.9 GHz) <br /> Andrew VHLP2-18 <br /> KMW ETCR-654L12H6 <br /> 107.0 Andrew Microwaves HP6-59 <br /> Verizon Wireless 0.218 0.012 0.281 <br /> 105.0 Andrew Microwaves HP6-59 <br /> 90.0 RFS SB2-190AB Snohomish County PTB 0.135 0.009 0.202 <br /> *Deflection,Twist and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G <br /> Tower Engineering Professionals,Inc.-326 Tryon Road-Raleigh,NC 27603-919-661-6351 Office-919-661-6350 Fax-www.tepgroup.net <br />