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4 p <br /> Page a' <br /> vairnont <br /> STRUCTU RES <br /> 11/11/16 <br /> ENGINEERING DATA <br /> for <br /> GENERAL DYNAMICS <br /> WA6348-GLENWOOD <br /> VALMONT QUOTATION 339275 <br /> 1) STRUCTURE DESIGN CONFORMS TO EIA/TIA-222-G INCLUDING: <br /> 85.0 MPH WIND(3 SECOND GUST,50 YR.RETURN PERIOD) <br /> 40.0 MPH ICE WIND(50 YR.RETURN PERIOD) <br /> DESIGN ICE THICKNESS=0.25 INCHES <br /> EXPOSURE CATEGORY C <br /> STRUCTURE CLASSIFICATION II <br /> TOPOGRAPHIC CATEGORY 1 <br /> 60.0 MPH BASIC WIND SPEED WITH NO ICE FOR TWIST AND SWAY <br /> SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS AND 1 SEC.:Ss=1.43&S1 =0.54 <br /> 2) FEEDLINES ARE ASSUMED TO BE PLACED INTERIOR TO THE POLE. <br /> 3) ALL MICROWAVE ASSUMED TO BE 6 GHz UNLESS OTHERWISE NOTED. <br /> 4) TOTAL POLE HEIGHT IS 113 FT 2 IN AGL. <br /> 5) ELEVATIONS ARE MEASURED FROM TOP OF BASE PLATE(APPROX. 1 FT AGL). <br /> 6) POLE DESIGN MEETS 110 MPH ULTIMATE WIND SPEED. <br /> 7) ULTIMATE WIND SPEED CONVERTS TO 85 MPH NOMINAL WIND SPEED. <br /> 8) ULTIMATE TO NOMINAL WIND SPEED CONVERSION PER 2012 IBC 1609.3.1. <br /> 9) LOADING AS FOLLOWS: <br /> 112.2'POLE <br /> 3-SBJAH4-1 D65B-DL(w/PM)@ 104.0 <br /> 6-OCT458KB0000G(w/PM).@ 92.7 <br /> 1 -4ft lightning rod @ 112.2 <br /> 3-SBNHH-1D65B(w/PM)@ 104.0 <br /> 6-Andrew E15Z01 P19 @ 104.0 <br /> 3-Andrew E15S09P78 @ 104.0 <br /> 3-Alcatel-Lucent B25 RRH4x30-4R @ 104.0 <br /> 3-Alcatel-Lucent RRH2x40-07-L @ 104.0 <br /> 3-TarmSP1 18"S/O5'C/A @104.0 <br /> 12-RRUS12(20.4"X 18.5"X 10.8")(w/PM)@ 92.7 <br /> 3-Raycap RCMDC-3315-PF-48(w/PM)@ 92.7 <br /> 3-T-arm SP1 18"S/O 5'C/A @92.7 <br /> STRUCTURE ANCHORAGE INFORMATION <br /> POLE HEIGHT(FT): 112.17 NUMBER OF A.B.'s: 10 <br /> BOLT CIRCLE(IN): 47.25 DIA.OF A.B.'s(IN): 1.75 <br /> BASE VERTICAL(K): 17.82 LENGTH OF A.B.'s(IN): 66.00 <br /> BASE SHEAR(K): 14.39 PROJECTION LENGTH(IN): 9.00 <br /> BASE MOMENT(FT-K): 1147 TEMPLATE OD(IN): 50.75 <br /> tValmont - Structures Engineering / Form#3098(12/05) <br />