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SABRE COMMUNICATIONS CORP JOB: 00-54682 26-Jan-12 09:10 <br /> 2101 Murray Street CLEARWIRE CORPORATION Ph 712.258. 6690 <br /> Sioux City, IA 51101 New Brighton, MN Fx 712.258.8250 <br /> CASE - 1: 3s Gusted Wind ANSI-TIA-222--G <br /> WIND OLF 1.60 GUSTED WIND (3sec) 90.0 mph 144.8 kph <br /> VERTICAL OLF 1.20 EXP-CAT/STRUC CLASS C-II <br /> DESIGN ICE .00 in EXP-POWER COEFF. .2105 <br /> GUST FACTOR (Gh) 1.10 REFERENCE HEIGHT 900.0 ft <br /> FORCE COEFF (Cf) .65 PRESSURE 0 32.7 ft 34.7 psf 1659.0 Pa <br /> IMPORTANCE FAC (I) 1.00 BASE ABOVE Grd 1.0 <br /> DIRECTION FAC (Ed) .95 CREST HEIGHT .0 ft <br /> TOPOGRAPHIC CAT 1 <br /> APPURTENANCES Sabre Areas <br /> Center WEIGHT AREA Tx-CABLE FORCES MOM. <br /> Line eah# Qty Description Elev-Ft each Lbs Ftc2 Type Qty #/Ft WPsf IND TKips Kips Ft-K <br /> ---- ---- --- ---- ---- ---- ---- ---- <br /> 1 3 4' T-Arm 1' Stand-Off 77.0 147 21.7 41.7 .91 -.5 -.2 <br /> 3 840 10054 77.0 30 7/8" 3 .54 41.6 -.3 <br /> 3 DAPVX 77.0 49 None 1 .00 41.6 -.2 <br /> 2 1 User Defined Loading 74.0 900 26.0 41.3 1.07 -1.1 -.2 <br /> 1 LIGHT ARMS & (4) LIGHTS 74.0 0 .0 1 5/8" 1 1.04 41.3 .00 -.1 <br /> 3 1 User Defined Loading 69.0 900 26.0 40.7 1.06 -1.1 -.2 <br /> 1 LIGHT ARMS & (4) LIGHTS 69.0 0 .0 1 5/8" 1 1.04 40.7 .00 -.1 <br /> 4 1 12' LP Platform with Handrail (R 59.0 1491 63.7 39.6 2.52 -1.8 -3.8 <br /> 12 TMBX-6516-R2M 59.0 11 1 5/8" 12 1.04 39.4 -1.0 <br /> 12 ETW200VS12UB 59.0 11 None 1 .00 39.4 -.2 <br /> RESULTS <br /> WIND ICE :--- FORCES,kips ---:---MOMENTS,ft-kips---: F'y Inter <br /> X, ft Kzt psf in IShearX ShearY AxiaZI BendX BendY TorgZl ksi 4.8.2 <br /> 79.00 1.00 27.21 .00 .0 .00 .0 .0 .0 .0 82.55 .000 <br /> 77.00 1.00 27.07 .00 .0 1.09 -1.0 -.3 .0 .0 82.55 .003 <br /> 74.00 1.00 26.85 .00 .0 2.47 -2.3 -3.9 .0 .0 82.55 .019 <br /> 69.00 1.00 26.46 .00 .0 3.84 -3.5 -16.4 .0 .0 82.55 .065 <br /> 64.00 1.00 26.05 .00 .0 4.05 -3.8 -35.6 .0 .0 82.55 .125 <br /> 59.00 1.00 25.61 .00 .0 7.02 -6.8 -59.6 .0 .0 82.44 .194 <br /> 54.00 1.00 25.15 .00 .0 7.13 -6.9 -94.7 .0 .0 81.61 .284 <br /> 53.25 1.00 25.08 .00 .0 7.21 -7.1 -100.0 .0 .0 81.49 .297 <br /> 50.25 1.00 24.78 .00 .0 7.38 -7.5 -121.7 .0 .0 81.40 .357 <br /> 45.25 1.00 24.25 .00 .0 7.56 -7.8 -158.5 .0 .0 80.57 .434 <br /> 40.25 1.00 23.67 .00 .0 7.74 -8.1 -196.3 .0 .0 79.74 .505 <br /> 35.25 1.00 23.04 .00 .0 7.91 -8.5 -235.0 .0 .0 78.91 .568 <br /> 30.25 1.00 22.33 .00 .0 8.08 -8.8 -274.6 .0 .0 78.08 .627 <br /> 25.25 1.00 21.52 .00 .0 8.24 -9.1 -314.9 .0 .0 77.25 .680 <br /> 20.25 1.00 20.59 .00 .0 8.41 -9.5 -356.2 .0 .0 76.42 .729 <br /> 15.25 1.00 19.46 .00 .0 8.57 -9.9 -398.2 .0 .0 75.59 .775 <br /> 10.25 1.00 19.16 .00 .0 8.74 -10.3 -441.1 .0 .0 74.76 .818 <br /> 5.25 1.00 19.16 .00 .0 8.91 -10.7 -484.8 .0 .0 73.93 .858 <br /> .25 1.00 19.16 .00 .0 8.99 -10.9 -529.3 .0 .0 73.10 .895 <br /> .00 1.00 19.16 .00 .0 9.00 -10.9 531.5 .0 .0 73.06 .897 <br /> DISPLACEL4ENTS <br /> ELEV I DEFLECTION feet I ROTATION, degrees <br /> X, ft X Y Z XY-Result X Y Z XY-Result <br /> 79.00 .00 4.53 -.16 4.53< 5.74%> -5.10 .00 .00 5.10 <br /> Page C2 <br />