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• Job Page <br /> �'������� Paine Field (BU 856390) -Seismic 5 of 20 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.134464 11:57:46 09/29/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Ciient Designed by <br /> Phone:(919)661-6351 Crown Castle mtweavil <br /> FAX:(919)661-6350 <br /> Tower Section Geometr cont'd <br /> K Factors� <br /> Tower Calc Culc L,egs X K Single Girts Horiz. Sec. Inner <br /> Elevation K K Bruce Bruce Diags Horiz. Brace <br /> Single Solyd Diugs Diags <br /> Angles Rounds X X X X X X X <br /> t Y Y Y Y Y Y Y <br /> T1 Yes No 1 1 1 1 1 ] I 1 <br /> 100.00-80.00 1 I ] I 1 1 1 <br /> T2 Yes No 1 1 1 1 1 1 I 1 <br /> 80.00-60.00 1 1 1 ] 1 1 1 <br /> T3 Yes No 1 1 I 1 1 1 1 1 <br /> 60.00-40.00 1 1 1 1 1 1 1 <br /> T4 Yes No 1 1 1 1 1 1 1 1 <br /> 40.00-30.00 ] 1 i 1 1 I I <br /> TS Yes No I 1 1 I 1 1 ] 1 <br /> 30.00-20.00 1 1 I� 1 1 1 1 <br /> T6 Yes No 1 1 1 I 1 1 I 1 <br /> 20.00-]0.00 1 1 1 1 1 1 1 <br /> T710.00-0.00 Yes No 1 1 1 1 1 1 I 1 <br /> 1 1 1 1 1 1 I <br /> �Note:K fuctors are applied to member segrnent lengths.K-bruces without inner supporting mernbers will huve the Kfactor in the out-of-plane direction applied to <br /> the overall length. � � <br /> Tower Section Geornetr cont'd <br /> Tower Leg Uiugonal Top Girt Bottom Girt Mid Girt Iw�ng Horizonta[ Short Horizontul <br /> Elevntion <br /> ft <br /> Net Width U Net Width U Net Width U Net U Net U Net U Net U <br /> Ueduct Deduct Deduct Width Width Width Width <br /> in in in Ueduct Deduct Deduct Deduct <br /> in in in in <br /> �T1 0.0000 ] 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 <br /> 100.00-80.00 <br /> T2 80.00-60.0 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 <br /> T3 60.00-40.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.'IS 0.0000 0.75 <br /> T4 40.00-30.00 0.0000 I 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 <br /> TS 30.00-20.00 0.0000 ] 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.9000 0.75 0.0000 0.75 <br /> T6 20.00-10.0 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 <br /> T7]0.00-0.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 <br /> Tower Section Geometr cont'd <br /> Tower Leg Geg Diugonal Top Girt Botto�n Girt Mid Girt Long Horizontal Short Horizontal <br /> Elevation Connection <br /> ft Type <br /> Bolt Size No. Bolt Size No. Bolt Size Na Bolt SiZe No. Bolt Size No. Bolt Size No. Bolt Size No. <br /> in in in in in in in <br /> TI Sleeve DS 0.7500 12 0.6250 1 0.6250 2 0.0000 0 0.6250 0 0.6250 0 0.6250 0 <br /> ]00.00-80.00 A325N A325N A325N A325N A325N A325N A32SN <br />