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Job Pa9e <br /> �����'� Paine Field (BU 856390) -Seismic 16 of 20 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.134464 11:57:46 09/29/17 <br /> 326 Tryon Road <br /> Xaleigh,NC 27603 CIieM <br /> Phone:(919)661-6351 Designed by <br /> FAX:(919)66l-6350 CrOWtI CaSt�e CY1tW2SVl� <br /> Section Elevation Size L L„ Kl/r A P„ �p,� Rutio <br /> Na pu <br /> ft ft ft in2 lb lb P, <br /> TI 100-80 L6x31/2x5/16 6.78 6.33 109.2 2.8700 -437 45122 OA10' <br /> K=1.11 <br /> � vu /�P„controls <br /> Redundant Horizontal 1 Desi` n Data Com ression " <br /> Section Elevation SiZe L L„ KUr A Pu �p„ Ratio <br /> No. p„ <br /> ft ft ft inZ lb lb p� <br /> T3 60-40 Ll3/4x13/4x1/8 2.77 2.77 107.9 0.4219 -408 7406 6.055' <br /> K=113 <br /> T4 40-30 Ll 3/4x1 3/4x1/8 2.98 2.98 111.6 0.4219 �75 7093 0.067' <br /> K=1.08 -- <br /> TS 30-20 L13/4x13/4x1/8 3.18 318 1151 0.4219 -540 6809 0.079' <br /> K=1.04 <br /> T6 20-10 Ll3/4x13/4x1/8 3.38 338 118.5 0.4219 -604 6528 0.093' <br /> K=1.01 <br /> T7 10-0 L]3/4x1 3/4x1/8 3.64 3.64 125.9 0.4219 -659 5934 0.111 ' <br /> K=1.00 <br /> � P„ /�Y,�C011trO1S <br /> ' Redundant Dia onal 1 Desi `n Data Com ression <br /> Section Elevation Size L Lu KUr A Pu �P„ Ratio <br /> No. p„ <br /> ft ft ft inz lb lb p�� <br /> T3 60-40 L13/4x13/4x1/8 5.52 5.52 191.0 0.4219 -441 2612 0.169' <br /> K=1.00 <br /> T4 40-30 L2x2x1/8 5.73 5.73 172.8 0.4844 -455 3664 0.124' <br /> K=1.00 <br /> TS 30-20 L2x2x1/8 5.82 5.82 175.8 0.4844 -494 3541 0.140' <br /> K=1.00 <br /> T6 20-10 L2x2x1/8 5.90 5.90 178.0 0.4844 -527 3454 0.153' <br /> K=1.00 <br /> T7 10-0 L2x2xl/8 6.04 6.04 182.2 0.4844 -547 3295 0.166' <br /> K=1.00 <br /> � P„ �$P„COnh'O1S <br /> Inner Bracin Desi` n Da�a Corn ression <br /> Section Elevation Size L Lu KZ/r A P„ �p„ Ratio <br /> Na Pu <br /> ' f� ft ft inZ lb lb P,� <br /> T3 60-40 Ll 3/4x13/4x1/8 5.54 5.54 191.6 0.4219 -3 2597 0.001 � <br />