1118 80TH ST SW BASE FILE 2018-09-18

. �� ob Paine Field (BU 856390) -Seismic Page 18 of 20 Tower Engineering Project Date Professionals TEP No. 62974.134464 11:57:46 09/29/17 326 Tryon Road Raleigh,NC27603 Client Designedby Phone:(919)66l-6351 (;1'OWfI CiaSt�@ FAX:(919)661-6350 t1ltW@aVl� Section Elevation SiZe L Lu Kl/r A P„ ¢pn Ratio No. p„ ft ft ft inZ lb lb p,� T3 60-40 2L13/4x13/4x1/8x3/8 11.07 5.41 121.8 0.4922 1222 21410 0.057' 2L'a'>30.9537 in-49 T4 40-30 2L1 3/4x1 3/4x1/8x3/8 11.94 5.84 131.3 0.4922 1234 21410 0.058' 2L'a'>33.4264 in-100 TS 30-20 2L2x2x3/16x3/8 12.73 6.24 123.8 0.8616 1258 37478 0.034' 2L'a'>35.8599 in-127 T6 20-10 2L2x2x1/4x1/2 13.52 6.61 133.2 1.1250 1061 48938 0.022' 2L'a'>38.2404 in-161 T7 10-0 2L2x2x1/4x1/2 14.55 7.13 143.4 1.1250 1029 48938 0.021 ' 2L'a'>41.2289 in-188 � P„ l�P„COritT'OIS To :Girt Qesi n Data Tensic�n Section Elevation Size L L„ Klh A P;; �p„ Ratio Na Pu ft ft ft inZ tb 16 p�� T1 ]00-80 L6x31/2x5/16 6.78 6.33 81.6 1.9767 409 85987 0.005' 1 P„ l�P„COl]trO1S Redundant Horizontal ' 1 Desi n Data Tension Section Elevution Size L Lu Kl/r A P„ �P„ Rutio Nv. P„ ft ft ft inZ lb lb p„ T3 60-40 L1 3/4xi 3/4x1/8 2.77 2.77 60.9 0.4219 408 13669 0.030' T4 40-30 Ll 3/4x1 3/4x1/8 2.98 298 65.6 0.4219 475 13669 0.035� TS 30-20 Ll3/4x13/4x1/8 3.18 3.18 70.0 0.4219 540 13669 0.040' T6 20-10 Ll 3/4x1 3/4x1/8 338 3.38 743 0.4219 604 13669 0.044' T7 10-0 Ll 3/4x1 3/4x1/8 3.64 3.64 80.0 0.4219 659 13669 0.048' � p„ /�P„controls Redund�nt Qia onai 1 Desi n,Data Tension Sectio�x Elevation Size L Lu Klh A P �P„ Ratio No. p„ ft ft ft in� lb lb pn T3 60-40 Ll 3/4x1 3/4x1/8 5.52 5.52 121.4 0.4219 441 13669 0.032� T4 40-30 L2x2x1/8 5.73 5.73 109.7 0.4844 455 15694 0.029' TS 30-20 L2x2x1/8 5.82 5.82 11 I.6 0.4844 494 15694 0.031 ' T6 ' 20-10 L2x2x1/8 5.90 5.90 113.0 0.4844 527 15694 0.034' T7 10-0 L2x2x1/8 6.04 6.04 115.7 0.4844 547 15694 0.035�