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Eng. Number 13661993_C3_01 <br /> April 8, 2021 <br /> Page 3 <br /> - TO WC rZ <br /> PFxYEBeONWL$ <br /> Structure Usages <br /> Structural Component Controlling Pass/Fail <br /> Usage <br /> Anchor Bolts 57% Pass <br /> Shaft 60% Pass <br /> Base Plate 23% Pass <br /> Foundations <br /> Original Design Factored Design <br /> Reaction Component Analysis Reactions %of Design <br /> Reactions' Reactions* <br /> Moment(Kips-Ft) 2,045.0 2,760.8 1,898.2 69% <br /> Shear(Kips) 22.4 30.2 24.4 81% <br /> *The design reactions are factored by 1.35 per ANSI/TIA-222-H,Sec. 15.6.2 <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 and Sway* <br /> Antenna Deflection Sway(Rotation) <br /> Elevation (ft) Antenna Carrier (ft) (°) <br /> Ericsson RRUS 32 B2 <br /> 117.0 Ericsson AIR6449 0.000 0.000 <br /> VERIZON WIRELESS <br /> Raycap RCMDC-6627-PF-48 <br /> 70.0 Andrew VHLP4-10W-2GR/A 0.330 0.543 <br /> Dragon Wave A-ANT-26G-3-C <br /> 56.0 CLEARWIRE CORPORATION 0.211 0.430 <br /> Andrew Microwaves VHLP4-26 <br /> *Deflection 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-919-661-6250 Fax—www.tepgroup.net <br />