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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, ZR Ex 712.258.8250 <br /> CASE - 2: 3s Gusted Wind 0. 9 Dead ANSI-TIA-222-G <br /> WIND OLF 1.60 GUSTED WIND (3sec) 90.0 mph 144.8 kph <br /> VERTICAL OLF .90 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 @ 32.7 ft 34.7 psf 1659.0 Pa <br /> IMPORTANCE FAC (I) 1.00 BASE ABOVE Grd 1.0 <br /> DIRECTION FAC (Kd) .95 CREST HEIGHT .0 ft <br /> TOPOGRAPHIC CAT 1 <br /> APPURTENANCES Sabre Areas <br /> Center WEIGHT AREA Tx-CABLE FORCES MOM. <br /> Line each each WIND Tra-Y Ax-Z Lg-X <br /> # Qty Description Elev-Ft Lbs Ft"2 Type Qty #/Ft Psf Kips Kips Ft-K <br /> 1 3 4' T-Arm 1' Stand-Off 77.0 147 21.7 41.7 .91 -.4 -.2 <br /> - 3 840 10054 77.0 30 7/8" 3 .54 41.6 -.2 <br /> 3 DAPVX 77.0 49 None 1 .00 41.6 -.1 <br /> 2 1 User Defined Loading 74.0 900 26.0 41.3 1.07 -.8 -.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 -.8 -.2 <br /> 1 LIGHT ARMS & (4) LIGHTS 69.0 0 .0 1 5/B" 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 -1.3 -3.8 <br /> - 12 TMBX-6516-R2M 59.0 11 1 5/8" 12 1.04 39.4 -.B <br /> 12 ETW200VS12UB 59.0 11 None 1 .00 39.4 -.1 <br /> RESULTS <br /> WIND ICE :--- FOR ES,kips ---:---MOMENTS,ft-kips---: F'y Inter <br /> X, ft Kzt psf in IShearX hearY AxiaZI BendX BendY TorgZI 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 .06 -.7 -.3 .0 .0 82.55 .002 <br /> 74.00 1.00 26.85 .00 .0 .41 -1.6 -3.8 .0 .0 82.55 .018 <br /> 69.00 1.00 26.46 .00 .0 .75 -2.6 -16.0 .0 .0 82.55 .062 <br /> 64.00 1.00 26.05 .00 .0 .96 -2.8 -34.8 .0 .0 82.55 .121 <br /> 59.00 1.00 25.61 .00 .0 .86 -5.0 -58.3 .0 .0 82.44 .188 <br /> 54.00 1.00 25.15 .00 .0 .98 -5.1 -92.6 .0 .0 81.61 .276 <br /> 53.25 1.00 25.08 .00 .0 .06 -5.2 -97.8 .0 .0 81.49 .289 <br /> 50.25 1.00 24.78 .00 .0 .22 -5.5 -119.0 .0 .0 81.40 .347 <br /> 45.25 1.00 24.25 .00 .0 .41 -5.8 -155.1 .0 .0 80.57 .423 <br /> 40.25 1.00 23.67 .00 .0 .60 -6.0 -192.2 .0 .0 79.74 .492 <br /> 35.25 1.00 23.04 .00 .0 .78 -6.3 -230.2 .0 .0 78.91 .555 <br /> 30.25 1.00 22.33 .00 .0 .97 -6.6 -269.1 .0 .0 78.08 .612 <br /> 25.25 1.00 21.52 .00 .0 .15 -6.8 -308.9 .0 .0 77.25 .665 <br /> 20.25 1.00 20.59 .00 .0 .33 -7.1 -349.7 .0 .0 76.42 .714 <br /> 15.25 1.00 19.46 .00 .0 .52 -7.4 -391.3 .0 .0 75.59 .759 <br /> 10.25 1.00 19.16 .00 .0 .70 -7.7 -433.9 .0 .0 74.76 .802 <br /> 5.25 1.00 19.16 .00 .0 .89 -8.0 -477.4 .0 .0 73.93 .842 <br /> .25 1.00 19.16 .00 .0 .99 -8.2 -521.9 .0 .0 73.10 .880 <br /> .00 1.00 19.16 .00 .0 .00 -8.2 524.2 .0 .0 73.06 .882 <br /> DISPLACEMENTS <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 4.45 -.16 4.45< 5.64%> -5.00 .00 .00 5.00 <br /> Page C3 <br />