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' Job Page <br /> �'��- ���� Paine Field (BU 856390) 5 of 20 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.134464 11:27:41 09/29/17 <br /> 326 Tryon Road <br /> Raleigh,NC2�603 Client Desi ned b <br /> Yhone:(919)661-6351 Crown Castle 9 y <br /> FAX:(919)661-6350 mtweavil <br /> Tower Section Geometr cont'd <br /> K Fuctors� <br /> Tower Calc Calc L,egs X K Single C,irts Horiz. Sec. Inner <br /> Elevution K K Brace Bruce Diugs Horiz. Brace <br /> Single Solid Diags Diugs <br /> Angles Rourxcls X X X X X X X <br /> t Y Y Y Y Y Y Y <br /> Tl Yes No 1 1 1 1 I ] 1 1 <br /> 100.00-80.00 I 1 1 1 1 1 1 <br /> T2 Yes No 1 1 ] 1 1 1 1 1 <br /> 80.00-60.00 1 1 I 1 1 ] 1 <br /> T3 Yes No 1 1 ] 1 1 1 1 1 <br /> 60.001t0.00 1 1 1 1 1 1 1 <br /> T4 Yes No ] 1 1 1 1 ] 1 1 <br /> 40.0030.00 1 1 i 1 1 � 1 1 � <br /> TS Yes No 1 1 1 1 1 1 1 1 <br /> 30.00-20.00 1 1 1 1 1 I 1 <br /> T6 Yes No 1 1 1 1 1 1 1 1 <br /> 20.00-]0.00 1 1 1 I 1 1 1 <br /> T710.00-0.00 Yes No 1 1 1 1 1 1 1 1 <br /> 1 1 1 1 1 1 1 <br /> �Note:K factors are applied to member seg�nent[engths.K-braces without inner supporting members will have the Kfactor in the out-of-plane direction applied to <br /> the overa[llength. � <br /> Tower Section Geometr cont'd <br /> Tower L,eg Uiagonal Top Girt Bottom Girt Mid Girt Long HorlZontal Short HoriZontal <br /> Elevation �� <br /> ft <br /> Net Width U Net Wiclth U Net Width U Net U Net U Net U Net U <br /> Deduct Ueduct Ueduct Width Width Width Width <br /> in in in Decluct Decfuct Deduct Ueduct <br /> in in in in <br /> T1 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 /> 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 0.0900 0.75 0.0000 0.75 <br /> T4 40.00-30.0 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 /> TS 30.00-20.0 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 /> 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 /> T710.00-0.00 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 Leg Diagonal Top Girt Bottom Girt Mid Girt Long Hori2ontal Short Horizontal <br /> Elevation Connectron <br /> ft T�pe <br /> Bolt Si�e No. Bolt Si2e No. Bolt Size No. Bolt Size No. Bolt SiZe No. Bolt Size No. Bolt Size No. <br /> in in in in in in in <br /> T1 Sleeve DS 0.7500 12 0.6250 1 0.6250 Z 0.0000 0 0.6250 0 0.6250 0 0.6250 0 <br /> 100.00-80.00 A325N A325N A325N A325N A325N A325N A325N <br />