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• <br /> Job Page <br /> tnxTower 76th ST 180' Self Support Tower 210622.08 1 of 1 <br /> NWTE Project Date <br /> 3426 Broadway#302 Existing,VuIt=115-mph Wind, 30-mph with 1/4" Ice 10:09:25 02/01/21 <br /> Everett,WA 98201 Client Designed by <br /> Phone:425-258-4248 Sno911. <br /> FAX:425-258-4289 Harvey <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P eParlo„, % Pass <br /> No. ft Type Element lb lb Capacity Fail <br /> Tl 180-160 Leg P2.5x.203 3 -6267.56 43844.50 14.3 Pass <br /> Diagonal Ll 3/4x1 3/4x3/16 10 -1278.39 7311.75 17.5 Pass <br /> Top.Girt L3x3x1/4 4 -29.19 23433.70 0.2 Pass <br /> T2 160-140 Leg P3.5x.226 26 -19145.90 87285.80 21.9 Pass <br /> Diagonal L2x2x3/16 28 -2386.40 7962.43 30.0 Pass <br /> T3 140-120 Leg P5x.258 46 -33801.80 157651.00 21.4 Pass <br /> Diagonal L2 1/2x2 1/2x3/16 49 -2553.28 10863.30 23.5 Pass <br /> 28.4(b) <br /> T4 120-100 Leg P6x.280 67 -47878.30 190865.00 25.1 Pass <br /> Diagonal L3x3x3/16 70 -3249.59 10981.80 29.6 Pass <br /> 33.7(b) <br /> T5 100-80 Leg P8x.322 82 -63887.70 310986.00 20.5 Pass <br /> Diagonal L3x3x1/4 87 -3654.60 13894.40 26.3 Pass <br /> T6 80-60 Leg P8x.322 97 -80541.30 310986.00 25.9 Pass <br /> Diagonal L3 1/2x3 1/2x1/4 102 -4000.12 17994.50 22.2 Pass <br /> T7 60-40 Leg P l0x.365 113 -97656.00 459028.00 21.3 Pass <br /> Diagonal L3 1/2x3 1/2x1/4 115 -4435.03 15759.10 28.1 Pass <br /> T8 40-20 Leg P10x.365 128 -115084.00 459028.00 25.1 Pass <br /> Diagonal L4x4x1/4 130 -4823.86 19652.00 24.5 Pass <br /> T9 20-0 Leg P12x.375 143 -132526.00 573959.00 23.1 Pass <br /> Diagonal L4x4x1/4 147 -5386.81 17329.20 31.1 Pass <br /> Summary <br /> Leg(T6) 25.9 Pass <br /> Diagonal 33.7 Pass <br /> (T4) <br /> Top Girt 0.2 Pass <br /> (T1) <br /> Bolt Checks 33.7 Pass <br /> RATING= 33.7 Pass <br /> Program Version 8.0.7.5-8/3/2020 File:P:/Projects 2021/SNO911 A&E project 2021/210622.08 180-ft SS 76th St,WA SNO911 BP calculations/analysis/180-ft <br /> SS 76 ST,WA,Existing 210622.08.eri <br />