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

' Job Page �'��"� Paine Field (BU 856390) 17 of 20 Tower Engineering Project Date Professionals TEP No. 62974.134464 11:27:41 09/29/17 326 Tryon Road Xaleigh,NC 27603 Client Designed by Yhone:(919)661-6351 Crown Castle mtweavil FqX:(919)661-6350 Section Elevution Size L L„ Kl/r A P� �p„ Rutio No. P� � ft ft ft in� lb lb P,� T3 �60-40 L]3/4x1 3/4x1/8 5.52 5.52 191.0 0.4219 -]152 2612 0.441 ' K=1.00 T4 40-30 L2x2x1/8 5.73 5.73 172.8 0.4844 -1208 3664 0.330' K=1.00 TS 30-20 L2x2x 1/8 5.82 5.82 175.8 0.4844 -1337 3541 0378' K=1.00 T6 20-10 L2x2x1/8 5.90 5.90 178.0 0.4844 -1454 3454 0.421 ' K=1.00 T7 10-0 L2x2x1/8 6.04 6.04 182.2 0.4844 -1532 3295 0.465' K=1.00 � P„ l�P„COIItT'OIS Inne� Bracin D�si `n Data Com ression Section Elevation Size L L„ Kl/r A P„ �p„ Ratio No. p„ ft ft ft inZ lb lb P�� T3 60-40 L13/4x13/4x1/8 5.54 5.54 191.6 0.4219 -6 2597 0.002' K=1.00 T4 40-30 L13/4x13/4x1/8 5.9"7 5.97 206.5 0.4219 -5 2235 0.002' K=1.00 TS 30-20 L13/4x13/4x1/8 636 636 220.2 0.4219 -6 1965 0.003' K=1.00 T6 20-]0 L2x2x]/8 6.76 6.76 204.1 0.4844 -7 2628 0.003� K=1.00 T7 ]0-0 L2x2x 1/8 7.28 7.28 219.7 0.4844 -7 2268 0.003� K=1.00 � Y„ l�P„ContrO1S Tension Checks Le Desi n Data:(Tension) Section E[evation Size L L„ Kl/r A P„ �p„ Ratio No. p„ ft ft ft inZ lb lb p� T 1 100-80 BP 8x0.25 20.02 6.67 53J 1.5625 19624 76172 0.258� T2 80-60 BP 9x0.375 20.03 6.68 53.1 2.7188 39139 132539 0.295' T3 60-40 BP 9x0375 20.02 5.01 39.8 2.7188 50978 132539 0.385' T4 40-30 BP I Ox0.5 10.01 5.01 35.9 5.0000 60150 225000 0.267' TS 30-20 BP I Ox0.5 10.01 5.01 35.9 4.1250 69605 201094 0.346' T6 20-10 BP l Ox0.5 10.02 5.01 35.9 5.0000 79050 225000 0.351 ' T7 10-0 BP 10x0.5 ]0.02 5.01 35.9 4.2500 87026 207188 0.420�