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Job Pa9e <br /> � '� ���'� Paine Field (BU 856390) 18 of 20 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.134464 11:27:41 09/29/17 <br /> 326 Tryon Roud <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle mtweavil <br /> FAX:(919)661-6350 <br /> � f',� �$�',�ContrO1S <br /> Dia `onal'Desi n Data Tension <br /> Section Elevution SiZe L L„ Kl/r A P„ <br /> N(). $P„ Ratio <br /> P„ <br /> f� ft ft inz [b (b P� <br /> Tl 100-80 L3x3x3/]6 10.55 5.31 69.7 0.7120 3263 30973 0.105' <br /> T2 80-60 L3x3x1/4 11.95 6.01 79.4 0.9394 3783 40863 0.093� <br /> T3 60-40 2L2x2x3/16x3/8 11.65 11.36 143.1 0.8616 7178 37478 0.192' <br /> T4 40-30 2L2x2x3/16x3/8 11.86 11.56 145.6 0.8616 7505 37478 0.200' <br /> TS 30-20 2L2x2x3/16x3/8 12.07 11.78 148.3 0:8616 7645 37478 0.204' <br /> T6 20-10 2L2x2xU4x3/8 ]2.37 72.08 150.4 1.1287 6707 49101 0.137' <br /> T7 10-0 2L2x2xU4z3/8 12.68 12.39 154.2 1.1287 6696 49101 0136' <br /> ' P„ /�P„controls <br /> Horizontal Desi n Data ' Tension <br /> Sectian Elevation Size L Lu Kl/r A Pu �P„ Ratio <br /> No. pu <br /> ft ft fY in� lb lb y� <br /> T3 60-40 2L13/4x13/4x1/8x3/8 1L07 5.41 121.8 0.4922 3709 21410 0.173' <br /> 2L'a'>30.9537 in-49 <br /> T4 40-30 2L1 3/4x13/4x1/8x3/8 11:94 5.84 131:3 0.4922 4089 21410 0.191 � <br /> 2L'a'>33.4264 in-100 <br /> TS 30-20 2L2x2x3/16x3/8 12.73 6.24 123.8 0.8616 4365 37478 0.116' <br /> 2L'a'>35.8599 in-127 <br /> T6 20-10 2L2x2x1/4x1/2 13.52 6.61 133.2 1.1250 4001 48938 0.082' <br /> 2L'a'>38.2404 in-154 <br /> T7 10-0 2L2x2x1/4x1/2 14.55 7.13 143A 9.1250 4167 48938 0.085' <br /> 2L'a>41.2289 in-181 <br /> � P„ l�P„COl7trO�S <br /> `To Girt Desi n Data Tension <br /> Section Elevation SIZe L L„ KUr A P„ �P„ Ratio <br /> Na pu <br /> f� ft ft . _ inZ lb lb P,� <br /> TI 100-80 L6x31/2x5/16 6.78 633 81.6 1.9767 ll10 85987 0.013' <br /> � P�� �OP,�COIITSOIS <br /> Redundant Horizontal 1 Desi n Data Tension <br />