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

Job Page � � ��'� Paine Field (BU 856390) - Seismic 17 of 20 Tower Engineering Project �ate Professionals TEP No. 62974.134464 11:57:46 09/29/17 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Cil'OWII Ci8St�2 FAXr(919)66]-6350 fT1tW28Vi� Section Elevation Size L L„ Kl/r A P �p„ Ratio Na P„ ft ft ft inZ lb lb P,� � K=1.00 T4 40-30 Ll 3/4x1 3/4x1/8 5.97 5.97 206.5 0.4219 -3 2235 0.001 ' K=1:00 T5 30-20 L13/4x13/4x1/8 6.36 6.36 220.2 0.4219 -3 1965 0.002' K=1.00 T6 20-]0 L2x2x1/8 6.76 6J6 2041 0.4844 -4 2628 0.002' K=1.00 T7 10-0 L2x2x1/8 7.28 7.28 219.7 0.4844 -4 2268 0.002' K=1.00 � P« ��P„COritTO1S � � �Tensic�n��Checl�� , � �.e Desi n Data' Tension Section Elevation SiZe L L„ KUr A P �p„ Ratio Na p„ ft ft ft inz lb lb p� T 1 100-80 BP 8x0.25 20.02 6.67 53.7 1.5625 5992 76172 0.079' T2 80-60 BP 9x0375 20.03 6.68 53.1 2.7188 12360 132539 0.093' T3 60-40 BP 9x0.375 20.02 5.01 39.8 2.7188 ]5995 132539 0.121' T4 40-30 BP l Ox0.5 10.01 5.01 35.9 5.0000 18915 225000 0.084' TS 30-20 BP]Ox05 10.01 5.01 35.9 4.1250 21680 201094 0.108' T6 20-10 BP10x0.5 10.02 5.01 35.9 5.0000 24252 225000 0,108' T7 ]0-0 BPlOx0.5 ]0.02 5.01 35.9 4.2500 26131 207188 0.126' � P„ /�P„COI]trOIS Dia onal'Desi n Da#a Tension Section Elevation Size L L„ KUr A P„ �p„ Ratio Na p„ ft ft ft inZ lb lb pR T1 100-80 L3x3x3/16 10.55 5.31 69.7 ' 0.7120 1200 30973 0.039' T2 80-60 L3x3x1/4 11.95 6.01 79.4 0.9394 13d6 40863 0.032' T3 60-40 2L2x2x3/16x3/8 11:65 11.36 143.1 0.8616 2222 37478 0.059' T4 40-30 2L2x2x3/16x3/8 11.86 11.56 145.6 0.8616 2174 37478 0.058' TS 30-20 2L2x2x3/16x3/8 12.07 11.78 148.3 0.8616 2076 37478 0.055' T6 20-10 2L2x2x1/4x3/8 12.37 12.08 150.4 1.1287 1623 49101 0.033 i T7 10-0 2L2x2x1/4x3/8 12.68 12.39 154.2 11287 1462 49101 0.030' � P„ /�P„ContCOlS Horizontal': D�si n Data Tension