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Job Page <br /> �'������� Paine Field (BU 856390) - Seismic 15 of 20 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.134464 11:57:46 09/29/17 <br /> 326 Tryon Road <br /> ftuleigh,NC27603 Client Designed by <br /> Yhone:(919)661-6351 �'iY0Wf1�'iaSt�@ fptWg�Vl� <br /> FAX:(919)66/-6350 <br /> � P„ l�P„COC1trO1S <br /> Dia onal Desi n Data Com ression ` <br /> Section Elevation Size L Lu KUr A P„ �p„ Ratio <br /> N�. pu <br /> jt ft fi in� lb lb �p <br /> Tl 100-80 L3x3x3/16 10.55 5.31 110.2 1.0900 -1296 18405 0.070' <br /> K=1.03 <br /> T2 80-60 L3x3x1/4 ll.95 6.01 121.7 1.4400 -1316 21386 0.062' <br /> K=1.00 <br /> T3 60-40 2L2x2x3/16x3/8 11.65 1136 162.1 1.4300 -2387 12301 0.194' <br /> K=1.00 <br /> T4 40-30 2L2x2x3/16x3/8 11.86 11.56 166.3 1.4300 -2368 ll684 0.203 1 <br /> K=1.00 <br /> TS 30-20 2L2x2x3/16x3/8 i2.07 11.78 168.6 1.4300 -2301 11370 0.202' <br /> K=1.00 <br /> T6 20-10 2L2x2x1/4x3/8 12.37 12.08 172.7 1.8800 -1899 14242 01331 <br /> K=1.00 <br /> T7 10-0 2L2x2x1/4x3/8 12.68 1239 175.9 1.8800 -1722 13725 0.125' <br /> K=1.00 <br /> ' Y„ /�Y„controls <br /> Horizontai Desi n Data Com ression <br /> Section Elevation SiZe L L„ Kl/r A P„ �p„ Ratio <br /> No. p <br /> ft ft ft inz lb lb p� <br /> T3 60-40 2L1 3/4x1 3/4x1/8x3/8 11.07 5.41 155.2 0.8438 -1222 7918 0.154� <br /> K=1.00 <br /> 2L'a'>30.9537 in-56 <br /> T4 40-30 2L13/4x13/4x1/8x3/8 11.94 5.84 158.1 0.8438 -1234 7622 O.162' <br /> K=1.00 <br /> 2L'a'>33.4264 in-]00 <br /> TS 30-20 2L2x2x3/16x3/8 12.73 6.24 142.0 1.4300 -1258 16024 0.078' <br /> K=1.00 <br /> 2L'a'>35.8599 in-127 ' <br /> T6 20-]0 2L2x2x1/4x1/2 13.52 6.61 140.4 1.8750 -1061 21473 0.049' <br /> : K=1.00 <br /> 2L'a'>38.2404 in-161 <br /> T7 ]0-0 2L2x2x1/4x1/2 14.55 7.13 143.8 1.8750 -1029 20489 0.050' <br /> K=1.00 <br /> 2L'a'>41.2289 in-181 <br /> � P„ I�P,�COC1trOIS <br /> To Girt Desi n Data Com ression : <br />