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Job Page <br /> tnxTower 300'GT Rucker Hill, Everett,WA 210621.13 1 of 3 <br /> North West Tower Engineering Project Date <br /> 3426 Broadway Suite 302 Existing,VuIt=115mph &3Omph with 0.25" Ice 15:31:18 04/22/21 <br /> Everett, WA 98201 Client Designed by <br /> Phone:425 258 4248 Sno911 <br /> FAX:425 258 4289 Steven Diamond <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P 0P"uo,V % Pass <br /> No. ft Type Element lb lb Capacity Fail <br /> Tl 300-280 Leg ROHN 2.5 EH 3 -18626.50 94462.30 19.7 Pass <br /> Diagonal P1.5x.065(1.5"OD) 12 3797.40 11076.60 34.3 Pass <br /> 57.2(b) <br /> Top Girt P1.5x.065(1.5"OD) 4 12.89 11076.60 0.1 Pass <br /> 0.3(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 7 -969.47 8358.79 11.6 Pass <br /> 12.3(b) <br /> Guy A@282.566 7/8 882 24100.40 47820.00 50.4 Pass <br /> Guy B@282.566 7/8 881 19128.90 47820.00 40.0 Pass <br /> Guy C@282.566 7/8 880 22468.50 47820.00 47.0 Pass <br /> T2 280-260 Leg ROHN 2.5 STD 60 -22647.80 69361.70 32.7 Pass <br /> Diagonal P1.5x.065(1.5"OD) 109 -1694.22 6918.31 24.5 Pass <br /> Top Girt P1.5x.065(1.5"OD) 61 -888.28 8358.79 10.6 Pass <br /> 11.3(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 64 264.45 11076.60 2.4 Pass <br /> 5.7(b) <br /> T3 260-240 Leg ROHN 2.5 STD 117 -29067.40 69800.60 41.6 Pass <br /> Diagonal P1.5x.065(1.5"OD) 128 -1512.49 6918.31 21.9 Pass <br /> Top Girt P1.5x.065(1.5"OD) 118 268.46 11076.60 2.4 Pass <br /> 5.8(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 121 475.27 11076.60 4.3 Pass <br /> 10.2(b) <br /> T4 240-220 Leg ROHN 2.5 EH 174 -57853.90 91851.20 63.0 Pass <br /> Diagonal P1.5x.120 186 -4421.19 11854.60 37.3 Pass <br /> 45.5(b) <br /> Top Girt P1.5x.120 175 518.09 19665.40 2.6 Pass <br /> 6.0(b) <br /> Bottom Girt P1.5x.120 178 2544.02 19665.40 12.9 Pass <br /> 29.5(b) <br /> Guy A@222.566 3/4 891 17221.00 34980.00 49.2 Pass <br /> Guy B@222.566 3/4 888 13903.00 34980.00 39.7 Pass <br /> Guy C@222.566 3/4 883 17195.70 34980.00 49.2 Pass <br /> Torque Arm MC18x42.7 894 -1825.35 377829.00 23.5 Pass <br /> Top@222.566 <br /> T5 220-200 Leg ROHN 2.5 EH 231 -55854.50 91699.00 60.9 Pass <br /> Diagonal P1.5x.065(1.5"OD) 285 -2512.93 6918.31 36.3 Pass <br /> Top Girt P1.5x.065(1.5"OD) 234 475.77 11076.60 4.3 Pass <br /> 10.2(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 235 505.68 11076.60 4.6 Pass <br /> 10.8(b) <br /> T6 200-180 Leg ROHN 2.5 EH 288 -44449.30 90987.20 48.9 Pass <br /> Diagonal P1.5x.065(1.5"OD) 342 -1270.80 6918.31 18.4 Pass <br /> Top Girt P1.5x.065(1.5"OD) 289 382.40 11076.60 3.5 Pass <br /> 8.2(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 292 431.43 11076.60 3.9 Pass <br /> 9.2(b) <br /> T7 180-160 Leg ROHN 3 EH 343 -63244.00 121367.00 52.1 Pass <br /> Diagonal P1.5x.065(1.5"OD) 357 -5292.20 6918.31 76.5 Pass <br /> 1 Top Girt P1.5x.065(1.5"OD) 346 438.20 11076.60 4.0 Pass <br /> 9.4(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 349 1144.45 11076.60 10.3 Pass <br /> 24.5(b) <br /> Guy A@162.566 7/8 904 22525.60 47820.00 47.1 Pass <br /> Guy B@162.566 7/8 900 18722.10 47820.00 39.2 Pass <br /> Guy C@162.566 7/8 895 22762.20 47820.00 47.6 Pass <br /> Torque Arm MC18x42.7 898 7982.74 408240.00 33.7 Pass <br /> °IIILI <br />