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Job Page <br /> inxTower 300' GT Rucker Hill, Everett, WA 210621.13 1 of 3 <br /> North West Tower Engineering Project Date <br /> 3426 Broadway Suite 302 Proposed,Vult=115mph &3Omph with 0.25" Ice 15:34:33 04/22/21 <br /> Everett,WA 98201 Client Designed by <br /> Phone:425 258 4248 Sno911 <br /> FAX•425 258 4289 Steven Diamond <br /> • <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P eP"j, % Pass <br /> No. ft Type Element lb lb Capacity Fail <br /> Ti 300-280 Leg ROHN 2.5 EH 3 -24895.40 94462.30 26.4 Pass <br /> Diagonal P1.5x.065(1.5"OD) 19 4866.31 11076.60 43.9 Pass <br /> 73.4(b) <br /> Top Girt P1.5x.065(1.5"OD) 4 -223.43 8358.79 2.7 Pass <br /> 4.7(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 7 -1159.73 8358.79 13.9 Pass <br /> 14.8(b) <br /> Guy A@282.566 7/8 882 27979.90 47820.00 58.5 Pass <br /> Guy B@282.566 7/8 881 22977.90 47820.00 48.1 Pass <br /> Guy C@282.566 7/8 880 26526.40 47820.00 55.5 Pass <br /> T2 280-260 Leg ROHN 2.5 STD 60 -24453.50 69409.70 35.2 Pass <br /> Diagonal PI.5x.065(1.5"OD) 109 -2056.36 6918.31 29.7 Pass <br /> Top Girt P1.5x.065(1.5"OD) 61 -1066.36 8358.79 12.8 Pass <br /> 13.6(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 66 263.04 11076.60 2.4 Pass <br /> 5.6(b) <br /> T3 260-240 Leg ROHN 2.5 STD 117 -41170.30 70287.80 58.6 Pass <br /> Diagonal P1.5x.065(1.5"OD) 128 -2138.51 6918.31 30.9 Pass <br /> Top Girt P1.5x.065(1.5"OD) 118 266.56 11076.60 2.4 Pass <br /> 5.7(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 121 610.30 11076.60 5.5 Pass <br /> 13.1(b) <br /> T4 240-220 Leg ROHN 2.5 EH 174 -76040.50 92427.40 82.3 Pass <br /> Diagonal P1.5x.120 186 -5137.55 11854.60 43.3 Pass <br /> 52.9(b) <br /> Top Girt P1.5x.120 175 565.10 19665.40 2.9 Pass <br /> 6.6(b) <br /> Bottom Girt P1.5x.120 178 2797.96 19665.40 14.2 Pass <br /> 32.5(b) <br /> Guy A@222.566 3/4 892 18300.50 34980.00 52.3 Pass <br /> Guy B@222.566 3/4 887 15135.50 34980.00 43.3 Pass <br /> Guy C@222.566 3/4 883 18643.20 34980.00 53.3 Pass <br /> Torque Arm MC18x42.7 890 4618.48 408240.00 25.5 Pass <br /> Top@222.566 <br /> T5 220-200 Leg ROHN 2.5 EH 231 -73797.40 92319.20 79.9 Pass <br /> Diagonal P1.5x.065(1.5"OD) 285 -2945.51 6918.31 42.6 Pass <br /> Top Girt P1.5x.065(1.5"OD) 234 483.79 11076.60 4.4 Pass <br /> 10.4(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 235 519.66 11076.60 4.7 Pass <br /> 11.1(b) <br /> T6 200-180 Leg ROHN 2.5 EH 288 -60067.80 91820.70 65.4 Pass <br /> Diagonal P1.5x.065(1.5"OD) 342 -1586.70 6918.31 22.9 Pass <br /> Top Girt P1.5x.065(1.5"OD) 291 469.19 11076.60 4.2 Pass <br /> 10.1(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 293 469.95 11076.60 4.2 Pass <br /> 10.1(b) <br /> T7 180-160 Leg ROHN 3 EH 345 -67928.30 122038.00 55.7 Pass <br /> Diagonal P1.5x.065(1.5"OD) 357 -5878.62 6918.31 85.0 Pass <br /> Top Girt P1.5x.065(1.5"OD) 348 418.73 11076.60 3.8 Pass <br /> 9.0(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 349 1228.99 11076.60 11.1 Pass <br /> 26.3(b) <br /> Guy A@162.566 7/8 904 24057.60 47820.00 50.3 Pass <br /> Guy B@162.566 7/8 900 20055.80 47820.00 41.9 Pass <br /> Guy C@162.566 7/8 895 24137.30 47820.00 50.5 Pass <br /> Torque Arm MC18x42.7 898 8610.14 408240.00 35.7 Pass <br /> ill \a <br />