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Page <br /> in.ATower Job Glenwood 18 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 /> Section Elevation Size M 4)A, Ratio M“Y 4)M„y Ratio <br /> No. M. M,n, <br /> ft kiPft kip-ft 4)M. laP- kiP-11 +Mr <br /> Ll 113.17-63.5 TP34.03x28x0.219 242.05 1003.44 0.241 0.00 1003.44 0.000 <br /> (1) <br /> L2 63.5-35.12(2) TP37.04x32.9304x0.219 514.18 1144.14 0.449 0.00 1144.14 0.000 <br /> L3 35.12-1(3) TP40.75x35.8877x0.25 973.80 1657.43 0.588 0.00 1657.43 0.000 <br /> Pole Shear Design Data <br /> Section Elevation Size Actual +V Ratio Actual 4)T„ Ratio <br /> No. Yw V T. T. <br /> ft K K 4w kip ft kip ft +T„ <br /> L 1 113.17-63.5 TP34.03x28x0.219 8.92 404.39 0.022 0.00 1173.97 0.000 <br /> (1) <br /> L2 63.5-35.12(2) TP37.04x32.9304x0.219 10.51 440.47 0.024 0.00 1392.78 0.000 <br /> L3 35.12-1(3) TP40.75x35.8877x0.25 12.33 564.00 0.022 0.00 2000.38 0.000 <br /> Role Interaction Design Data <br /> Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria <br /> No. P M. M,,, V T. Stress Stress <br /> ft 41P„ 4)M,. 4)4v +V, 4)T„ Ratio Ratio <br /> Ll 113.17-63.5 0.021 0.241 0.000 0.022 0.000 0.263 1.000 4 8 2 <br /> (1) V <br /> L2 63.5-35.12(2) 0.024 0.449 0.000 0.024 0.000 0.474 1.000 4 8 2 V <br /> V <br /> L3 35.12-1(3) 0.023 0.588 0.000 0.022 0.000 0.611 1.000 4 8 2 <br /> I/ <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P eP i, % Pass <br /> No. ft Type Element K K Capacity Fail <br /> Ll 113.17-63.5 Pole TP34.03x28x0.219 1 -8.31 397.88 26.3 Pass <br /> L2 63.5-35.12 Pole TP37.04x32.9304x0.219 2 -12.33 514.16 47.4 Pass <br /> L3 35.12-1 Pole TP40.75x35.8877x0.25 3 -19.19 817.21 61.1 Pass <br /> Summary <br /> Pole(L3) 61.1 Pass <br /> RATING= 61.1 Pass <br />