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Job Page <br /> tnx Tower Glenwood 7 of 19 <br /> Core One Consulting Project Date <br /> 5062ndAve.Suite 1533 113.17' Monople 14:57:19 03/23/21 <br /> Seattle, WA Client Designed by <br /> Phone:(855)-708-2195 Tilson <br /> FAX: <br /> Gil=1.loo <br /> Section z Kz q: AG F AF AR Aug Leg CAAA CAAA <br /> Elevation a % In Out <br /> c Face Face <br /> ft ft ksf ft2 e ft2 ft2 ftz ft2 ft2 <br /> Ll 87.90 1.232 0 130.217 A 0.000 130.217 130.217 100.00 0.000 0.000 <br /> 113.17-63.50 B 0.000 130.217 100.00 0.000 0.000 <br /> C 0.000 130.217 100.00 1.863 0.000 <br /> L2 63.50-35.12 49.08 1.09 0 84.731 A 0.000 84.731 84.731 100.00 0.000 0.000 <br /> B 0.000 84.731 100.00 0.000 0.000 <br /> C 0.000 84.731 100.00 1.064 0.000 <br /> L3 35.12-1.00 18.26 0.885 0 111.556 A 0.000 111.556 111.556 100.00 0.000 0.000 <br /> B 0.000 111.556 100.00 0.000 0.000 <br /> C 0.000 111.556 100.00 1.280 0.000 <br /> Tower Forces - No Ice -Wind Normal To Face <br /> Section Add Self F e CF q, DF DR AR F w Cirl. <br /> Elevation Weight Weight a Face <br /> c ksf <br /> ft K K e 112 K plf <br /> Ll 0.74 3.62 A 1 0.73 0 1 1 130.217 2.82 56.70 C <br /> 113.17-63.50 B 1 0.73 1 1 130.217 <br /> C 1 0.73 1 1 130.217 <br /> L2 0.63 2.78 A 1 0.73 0 1 1 84.731 1.63 57.26 C <br /> 63.50-35.12 B 1 0.73 1 1 84.731 <br /> C 1 0.73 1 1 84.731 <br /> L3 35.12-1.00 0.76 4.11 A 1 0.73 0 1 1 111.556 1.77 51.92 C <br /> B 1 0.73 1 1 111.556 <br /> C 1 0.73 1 1 111.556 <br /> Sum Weight: 2.13 10.51 OTM 353.45 6.21 <br /> kip-ft <br /> Tower Forces - No Ice - Wind 60 To Face <br /> Section Add Self F e CF q: DF DR AR F w Ctrl. <br /> Elevation Weight Weight a Face <br /> c ksf <br /> ft K K e 1112 K plf <br /> L 1 0.74 3.62 A 1 0.73 0 1 1 130.217 2.82 56.70 C <br /> 113.17-63.50 B I 0.73 1 1 130.217 <br /> C 1 0.73 1 1 130.217 <br /> L2 0.63 2.78 A 1 0.73 0 1 1 84.731 1.63 57.26 C <br /> 63.50-35.12 B 1 0.73 1 1 84.731 <br /> C 1 _. 0.73 1 1 84.731 _ <br /> L3 35.12-1.00 0.76 4.11 A 1 0.73 0 1 1 111.556 1.77 51.92 C <br /> B 1 0.73 1 1 111.556 <br /> C 1 0.73 1 1 111.556 <br /> Sum Weight: 2.13 10.51 OTM 353.45 6.21 <br /> kip-ft <br />