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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 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 /> Section Elevation Component Size Critical P 0Pallow % 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 -96776.80 163654.00 59.1 Pass <br /> Diagonal P1.5x.065(1.5"OD) 456 -4502.79 6918.31 65.1 Pass <br /> Top Girt P1.5x.065(1.5"OD) 403 924.39 11076.60 8.3 Pass <br /> 19.8(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 406 783.58 11076.60 7.1 Pass <br /> 16.8(b) <br /> T9 140-120 Leg P3.5x.437(3.5"OD) 459 -102357.00 164235.00 62.3 Pass <br /> Diagonal P1.5x.065(1.5"OD) 468 -2255.62 6918.31 32.6 Pass <br /> Top Girt P1.5x.065(1.5"OD) 460 541.92 11076.60 4.9 Pass <br /> 11.6(b) <br /> Bottom Girt P1.5x.065(1.5"OD) 463 470.93 11076.60 4.3 Pass <br /> 10.1(b) <br /> T10 120-100 Leg P3.5x.437(3.5"OD) 516 -97012.80 163401.00 59.4 Pass <br /> Diagonal PI.5x.120 527 -5308.46 11854.60 44.8 Pass <br /> 54.6(b) <br /> Top Girt P1.5x.120 517 1278.47 19665.40 6.5 Pass <br /> 14.8(b) <br /> Bottom Girt P1.5x.120 520 1367.64 19665.40 7.0 Pass <br /> 15.9(b) <br /> T1 1 100-96.9583 Leg 2 3/4 573 -75846.20 218023.00 34.8 Pass <br /> Diagonal P1.5x.120 581 -5836.80 11852.80 49.2 Pass <br /> 60.1(b) <br /> Top Girt P1.5x.120 574 1448.44 19665.40 7.4 Pass <br /> 16.8(b) <br /> T12 96.9583- Leg 2 3/4 585 -82547.40 219175.00 37.7 Pass <br /> 94.5625 <br /> Diagonal P1.5x.120 591 -4627.11 11859.70 39.0 Pass <br /> 51.1(b) <br /> T13 94.5625- Leg 2 3/4 594 -87715.80 220123.00 39.8 Pass <br /> 92.1667 <br /> Diagonal PI.5x.120 599 -5227.29 11859.70 44.1 Pass <br /> 53.8(b) <br /> T14 92.1667- Leg 2 3/4 603 -93922.50 221019.00 42.5 Pass <br /> 89.7708 <br /> Diagonal P1.5x.120 609 -5205.55 11859.70 43.9 Pass <br /> 53.6(b) <br /> T15 89.7708-87.375 Leg 2 3/4 612 -104022.00 222298.00 46.8 Pass <br /> Diagonal P1.5x.120 618 -5293.75 11859.70 44.6 Pass <br /> 55.5(b) <br /> T16 87.375-84.9792 Leg 2 3/4 621 -113642.00 223367.00 50.9 Pass <br /> Diagonal P1.5x.120 626 -7087.50 11859.70 59.8 Pass <br /> 72.9(b) <br /> T17 84.9792- Leg 2 3/4 630 -129857.00 224528.00 57.8 Pass <br /> 82.5833 <br /> Diagonal P1.5x.120 635 -9659.76 11859.70 81.5 Pass <br /> 83.5(b) <br /> T18 82.5833-80 Leg 2 3/4 639 -133254.00 220852.00 60.3 Pass <br /> Diagonal P1.5x.120 648 -8386.11 11825.30 70.9 Pass <br /> 86.3(b) <br /> Bottom Girt P1.5x.120 640 -3079.42 14528.50 21.2 Pass <br /> 46.3(b) <br /> Guy A@82.5833 3/4 916 21964.90 34980.00 62.8 Pass <br /> Guy B@82.5833 3/4 912 18582.10 34980.00 53.1 Pass <br /> Guy C@82.5833 3/4 907 24106.30 34980.00 68.9 Pass <br /> Torque Arm C15x33.9 913 -8545.03 289537.00 40.8 Pass <br /> Top@82.5833 <br /> T19 80-60 Leg 2 3/4 651 -127951.00 220414.00 58.1 Pass <br /> Diagonal P1.5x.120 700 -5604.93 11854.60 47.3 Pass <br /> 57.7(b) <br /> Top Girt P1.5x.120 652 1209.70 19665.40 6.2 Pass <br /> Gila <br />