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- Job Page <br /> �'������� Paine Field (BU 856390) -Seismic 2 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 Client Desi ned b <br /> Phonc:(919)661-6351 Crown Castle 9 y <br /> FAX:(9/9)661-6350 mtweavil <br /> Wind 180 <br /> � � <br /> Le�A <br /> Wind 90 ,�, <br /> -i �P �c� <br /> �� � <br /> Leg C Z � Leg B <br /> Face C <br /> Wind Normal <br /> Triangu/ar To wer <br /> Tower`Section Geornetr <br /> Tower Tower Assernbly Description Section Number Section <br /> Section Elevution Database Width of Length <br /> Sections <br />� t t t <br /> �T1 100.00-80.00 6.78 1 20.00 <br /> T2 80.00-60.00 8.45 1 20.00 <br /> T3 60.00-40.00 ]0.21 1 20.00 <br /> T4 40.00-30.00 11.94 1 10.00 <br /> TS 30.00-20.00 12.73 1 10.00 <br /> T6 20.00-10.00 13.52 1 10.00 <br /> T7 10.00-0.00 14.55 1 ]0.00 <br /> Tower Section Geometr ` cont'd <br /> Tower Tower Diugonul Brncing Has Has Top Girt Botmm Girt <br /> Section Elevation Spacing Type KBrace Horizontals Offset Offset <br /> End <br /> t t Panels in in <br /> �� T1 100.00-80.00 6.67 X Brace No No 0.0000 0.0000 <br /> T2 80.00-60.00 6.67 X Brace No No 0.0000 0.0000 <br /> T3 60.00-40.00 10.00 Kl Down No Yes 0.0000 0.0000 <br /> T4 40.00-30.00 10.00 Kl Down No Yes 0.0000 0.0000 <br /> TS 30.00-20.00 ]0.00 K]Down No Yes 0.0000 0.0000 <br /> T6 20.00-10.00 ]0.00 Kl Down No Yes 0.0000 0.0000 <br /> T7 10.00-0.00 10.00 Kl Down No Yes 0.0000 0.0000 <br />