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Job Page <br /> tnxTower 300' GT Rucker Hill, Everett,WA 210621.13 2 of 3 <br /> North West Tower Engineering Project Date <br /> 3426 Broadway Suite 302 Existing,Vult=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 Elevation Component Size Critical P OParro,� % Pass <br /> No. ft Type Element lb lb Capacity Fail <br /> Top@162.566 <br /> T8 160-140 Leg P3.5x.437(3.5"OD) 402 -85887.60 161912.00 53.0 Pass <br /> Diagonal P1.5x.065(1.5"OD) 456 -3735.79 6918.31 54.0 Pass <br /> Top Girt P1.5x.065(1.5"OD) 403 898.67 11076.60 8.1 Pass <br /> 19.3(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 406 635.97 11076.60 5.7 Pass <br /> 13.6(b) <br /> T9 140-120 Leg P3.5x.437(3.5"OD) 459 -86927.20 162034.00 53.6 Pass <br /> Diagonal P1.5x.065(1.5"OD) 468 -1642.49 6918.31 23.7 Pass <br /> Top Girt P1.5x.065(1.5"OD) 460 549.65 11076.60 5.0 Pass <br /> 11.8(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 463 431.43 11076.60 3.9 Pass <br /> 9.2(b) <br /> T10 120-100 Leg P3.5x.437(3.5"OD) 516 -80939.30 160803.00 50.3 Pass <br /> Diagonal P1.5x.120 527 -4214.94 11854.60 35.6 Pass <br /> 43.4(b) <br /> Top Girt P1.5x.120 517 1094.10 19665.40 5.6 Pass <br /> 12.7(b) <br /> Bottom Girt P1.5x.120 520 1169.00 19665.40 5.9 Pass <br /> 13.6(b) <br /> T11 100-96.9583 Leg 2 3/4 573 -72009.80 217456.00 33.1 Pass <br /> Diagonal P1.5x.120 581 -4791.39 11852.80 40.4 Pass <br /> 49.3(b) <br /> Top Girt P1.5x.120 574 1241.39 19665.40 6.3 Pass <br /> 14.4(b) <br /> T12 96.9583- Leg 2 3/4 585 -77855.60 218537.00 35.6 Pass <br /> 94.5625 <br /> Diagonal P1.5x.120 590 -3667.02 11859.70 30.9 Pass <br /> 42.1(b) <br /> T13 94.5625- Leg 2 3/4 594 -82307.00 219443.00 37.5 Pass <br /> 92.1667 <br /> Diagonal P1.5x.120 599 -4295.43 11859.70 36.2 Pass <br /> 44.2(b) <br /> T14 92.1667- Leg 2 3/4 603 -87686.20 220304.00 39.8 Pass <br /> 89.7708 <br /> Diagonal P1.5x.120 608 -4158.87 11859.70 35.1 Pass <br /> 43.7(b) <br /> T15 89.7708-87.375 Leg 2 3/4 612 -95703.90 221454.00 43.2 Pass <br /> Diagonal P1.5x.120 618 -4210.28 11859.70 35.5 Pass <br /> 45.7(b) <br /> T16 87.375-84.9792 Leg 2 3/4 621 -103754.00 222497.00 46.6 Pass <br /> Diagonal P1.5x.120 624 -5988.91 11859.70 50.5 Pass <br /> 61.6(b) <br /> T17 84.9792- Leg 2 3/4 630 -117703.00 223655.00 52.6 Pass <br /> 82.5833 <br /> Diagonal P1.5x.120 635 -8323.30 11859.70 70.2 Pass <br /> 73.2(b) <br /> T18 82.5833-80 Leg 2 3/4 639 -120656.00 219685.00 54.9 Pass <br /> Diagonal P1.5x.120 648 -7311.34 11825.30 61.8 Pass <br /> 75.2(b) <br /> Bottom Girt P1.5x.120 640 -2585.95 14528.50 17.8 Pass <br /> 40.3(b) <br /> Guy A@82.5833 3/4 916 19480.50 34980.00 55.7 Pass <br /> Guy B@82.5833 3/4 912 16431.60 34980.00 47.0 Pass <br /> Guy C®82.5833 3/4 907 21401.60 34980.00 61.2 Pass <br /> Torque Ann C15x33.9 913 -7361.85 289537.00 36.1 Pass <br /> Top@82.5833 <br /> T19 80-60 Leg 2 3/4 651 -116061.00 219204.00 52.9 Pass <br /> Diagonal P1.5x.120 700 -4945.43 11854.60 41.7 Pass <br /> 50.9(b) <br /> Top Girt P1.5x.120 652 1054.98 19665.40 5.4 Pass <br /> e 1), 14 <br />